GDOT21

{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcement bars",
      "tag": "NO. 4 BARS",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Minimum lap length specified."
    },
    {
      "name": "reinforcement bars",
      "tag": "NO. 5 BARS",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Minimum lap length specified."
    },
    {
      "name": "reinforcement bars",
      "tag": "NO. 9 BARS",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Minimum lap length specified."
    }
  ],
  "measurements": [
    {
      "label": "Minimum lap length",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "NO. 4 BARS"
    },
    {
      "label": "Minimum lap length",
      "value": "2'-2\"",
      "unit": "",
      "appliesTo": "NO. 5 BARS"
    },
    {
      "label": "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 giving minimum lap lengths for No. 4, No. 5, and No. 9 reinforcing bars. No structural member or substructure element is shown in this crop."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "security fence",
      "tag": "",
      "shape": "chain link",
      "material": "zinc coated",
      "count": null,
      "note": "Specified as 9 gage, two inch security fence."
    },
    {
      "name": "galvanized sleeve",
      "tag": "",
      "shape": "circular",
      "material": "galvanized",
      "count": null,
      "note": "Cast in parapet; specified as 4\" diameter."
    },
    {
      "name": "parapet",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Receives cast galvanized sleeves."
    },
    {
      "name": "fence fabric",
      "tag": "",
      "shape": "chain link",
      "material": "",
      "count": null,
      "note": "Fastened to posts."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Spacing and location relative to barrier joints are specified."
    },
    {
      "name": "rail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Expansion sleeve required at superstructure joints."
    },
    {
      "name": "expansion sleeve",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Provided for all rails at superstructure joints."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Posts are to be placed a minimum distance from joints in barrier."
    },
    {
      "name": "superstructure joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Rail expansion sleeves are to match these joints."
    }
  ],
  "measurements": [
    {
      "label": "fence wire gage",
      "value": "9",
      "unit": "GAGE",
      "appliesTo": "security fence"
    },
    {
      "label": "security fence size",
      "value": "TWO",
      "unit": "INCH",
      "appliesTo": "security fence"
    },
    {
      "label": "galvanized sleeve diameter",
      "value": "4\"",
      "unit": "DIA.",
      "appliesTo": "galvanized sleeve"
    },
    {
      "label": "grout curing period",
      "value": "THREE",
      "unit": "DAYS",
      "appliesTo": "galvanized sleeve"
    },
    {
      "label": "maximum fence fabric fastening interval",
      "value": "14\"",
      "unit": "",
      "appliesTo": "fence fabric"
    },
    {
      "label": "minimum post spacing",
      "value": "7'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "maximum post spacing",
      "value": "10'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "minimum post distance from joints in barrier",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    }
  ],
  "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 primarily contains fence installation notes for a chain-link security fence, including sleeves cast into the parapet, rail expansion sleeves, fabric fastening, and post spacing. A heading for a section through the endwall is also visible, but no section geometry is shown in this crop."
}

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

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

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Deck surface is shown with a 2% slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "thickened slab edge",
      "material": "",
      "count": 2,
      "note": "Shown at both outside girder lines; callout directs edge beam pour flush with outside face of beam."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six girder sections are visible below the deck."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "Tall tapered elements are shown at the two deck edges; fence is noted as not shown."
    },
    {
      "name": "supporting cap/seat",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Continuous supporting member shown beneath the girders; bearing pads are noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-404",
      "shape": "straight",
      "material": "",
      "count": 8,
      "note": "At equal spaces near the deck edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-508",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-509",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "edge distance",
      "value": "2″",
      "unit": "",
      "appliesTo": "8-404"
    },
    {
      "label": "spacing",
      "value": "AT EQUAL SPACES",
      "unit": "",
      "appliesTo": "8-404"
    },
    {
      "label": "edge distance",
      "value": "2″",
      "unit": "",
      "appliesTo": "8-404"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge beam form removal time",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam"
    },
    {
      "label": "concrete strength reference age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck pour"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "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 BRID... (partial)"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop is a transverse section titled SECTION THRU EDGE BEAM. It shows a sloped bridge deck supported on six I-girders, with thickened edge beams at the exterior girder lines and tapered edge barriers/parapets. Reinforcement callouts and deck-edge construction/form-removal notes are included."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Drawing scale"
    }
  ],
  "notes": [
    "(UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    "BRIDGE NO.1 LT. AND RT.",
    "S&A",
    "SASTRY & ASSOCIATES, INC.",
    "Atlanta",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DECK SECTION - SPAN 2",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "APRIL 2025",
    "DRAWING NO.",
    "35-0009",
    "BRIDGE SHEET",
    "9 OF 21",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "No.19371",
    "PROFESSIONAL",
    "ARUNA SASTRY",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0009.dgn"
  ],
  "description": "This crop shows the project title block for Bridge No. 1 LT. and RT. It identifies the sheet as Deck Section - Span 2 for SR 21 @ NS #620272Y in Jenkins County, Georgia, drawing number 35-0009, Bridge Sheet 9 of 21."
}

{
  "view": "Plan",
  "objects": [],
  "measurements": [
    {
      "label": "Horizontal dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "Centerline labeled \"℄ SR 21/MILLEN BYPASS\""
    },
    {
      "label": "Partial dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension",
      "value": "1½\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "℄ SR 21/MILLEN BYPASS",
    "= ℄ CONSTRUCTION",
    "= ℄ SYMMETRY"
  ],
  "description": "This crop shows a dashed centerline with a leader identifying it as the SR 21/Millen Bypass centerline, construction centerline, and centerline of symmetry. A 22'-0\" horizontal dimension terminates at the centerline; partial 8\" and 1½\" dimensions are visible at the cropped lower-left edge."
}

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

{
  "view": "Legend",
  "objects": [],
  "measurements": [
    {
      "label": "",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "SR 21/MILLEN BYPASS",
    "CONSTRUCTION",
    "SYMMETRY"
  ],
  "description": "Crop shows a partial dimensioned drawing area and a line-type legend/callout. A dashed vertical line is indicated by a leader, with labels for SR 21/MILLEN BYPASS, construction, and symmetry; the line-type symbols preceding the labels are visible but not transcribed as text."
}

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

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Carries the SR 21 WB = PGL line and a 2% cross slope."
    },
    {
      "name": "barrier/parapet",
      "tag": "",
      "shape": "tapered upright",
      "material": "",
      "count": 2,
      "note": "One is shown at each outer deck edge."
    },
    {
      "name": "girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Girder cross-sections are shown supporting the deck."
    },
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 5,
      "note": "Diaphragms are shown between adjacent girders."
    },
    {
      "name": "reinforcing bars",
      "tag": "7-403B",
      "shape": "linear",
      "material": "",
      "count": 7,
      "note": "At equal spaces; 5 in. is shown at each end of the indicated bar group."
    },
    {
      "name": "reinforcing bars",
      "tag": "2-507B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Two separate callouts are shown, each marked 2-507B."
    },
    {
      "name": "reinforcing bars",
      "tag": "4-402B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 1 in. diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "end spacing",
      "value": "5″",
      "unit": "",
      "appliesTo": "7-403B"
    },
    {
      "label": "end spacing",
      "value": "5″",
      "unit": "",
      "appliesTo": "7-403B"
    },
    {
      "label": "plain bar diameter",
      "value": "1″",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "1″ DIAMETER PLAIN BAR",
    "FENCE NOT SHOWN, TYP.",
    "FENCE NOT SHOWN, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop shows a transverse section through bridge diaphragms, with six I-section girders and five diaphragm spans beneath a sloping deck slab. Reinforcement callouts are shown within the diaphragm arrangement, with edge barriers/parapets at both outer deck edges."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "concrete",
      "count": 1,
      "note": "Slab is shown with a 2% cross slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular longitudinal beam",
      "material": "concrete",
      "count": 2,
      "note": "Exterior edge beams are visible at both sides of the deck."
    },
    {
      "name": "concrete barrier/parapet",
      "tag": "",
      "shape": "tapered solid barrier",
      "material": "concrete",
      "count": 2,
      "note": "One is visible at each exterior deck edge; shown only partially at the top of the crop."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Six girder cross-sections are visible beneath the deck."
    },
    {
      "name": "pier cap",
      "tag": "",
      "shape": "stepped rectangular cap",
      "material": "",
      "count": 1,
      "note": "Continuous support cap is shown below the girder ends; bearing pads are noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-508",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to upper reinforcement at the left side of the section."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-509",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to upper reinforcement near the right side of the section."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Callout points to top reinforcement at the right exterior edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to lower reinforcement at the left side of the section."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to lower reinforcement near the right side of the section."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement callout at equal spaces",
      "value": "8-404",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "end dimension, left",
      "value": "2\"",
      "unit": "",
      "appliesTo": "deck slab/edge beam"
    },
    {
      "label": "end dimension, right",
      "value": "2\"",
      "unit": "",
      "appliesTo": "deck slab/edge beam"
    },
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    }
  ],
  "notes": [
    "NOTE: BEARING PADS NOT SHOWN",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM",
    "AT EQUAL SPACES"
  ],
  "description": "This crop shows a cross section through the bridge exterior edge beam and deck, supported by six visible I-girders on a stepped support cap. It documents deck reinforcement callouts, deck cross slope, exterior barriers, edge-beam placement, and form-removal requirements."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "3/8” = 1’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bridge sheet",
      "value": "9 OF 21",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "SCALE: 3/8” = 1’-0” (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",
    "DECK SECTION - SPAN 2",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0009",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "APRIL 2025",
    "No.19371",
    "PROFESSIONAL",
    "REGISTERED",
    "GEORGIA",
    "ENGINEER",
    "ARUNA SASTRY",
    "0019181_0009.dgn"
  ],
  "description": "This crop is the project title block for Georgia Department of Transportation bridge plans. It identifies the sheet as “DECK SECTION - SPAN 2” for SR 21 @ NS #620272Y in Jenkins County, Drawing No. 35-0009, Bridge Sheet 9 of 21."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular with beveled flange corner",
      "material": "",
      "count": 1,
      "note": "Schematic beam end/detail shown with centerline."
    }
  ],
  "measurements": [],
  "notes": [
    "BEVEL TOP FLANGE PARALLEL TO B.F.P.R. OR ℄ BENT"
  ],
  "labels": [
    "B.F.P.R. OR ℄ BENT",
    "℄ BEAM",
    "BEVEL DETAILS"
  ],
  "description": "This crop shows a bevel detail for a beam top flange. The schematic indicates the top flange bevel is to be parallel to the B.F.P.R. or the centerline of bent; no dimensions are printed."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "diaphragm bar",
      "tag": "",
      "shape": "cylindrical threaded bar",
      "material": "plain bar",
      "count": 1,
      "note": "Threaded 5\" on each end; excess bar is cut off 1\" from beam face."
    },
    {
      "name": "washer",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Shown at diaphragm bar end; specified as 1/4\" x 3 1/2\" diameter."
    },
    {
      "name": "hex nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "",
      "count": 1,
      "note": "Shown at diaphragm bar end."
    },
    {
      "name": "diaphragm bar recess",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "5\" DIA. recess shown at beam face."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a local portion at the diaphragm bar end is shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-#5I",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Callout reads \"4-#5I AT 4\" EACH WAY\"; final character of bar designation is unclear."
    }
  ],
  "measurements": [
    {
      "label": "Centerline dimension",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar / beam detail"
    },
    {
      "label": "Dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "diaphragm bar recess detail"
    },
    {
      "label": "Hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "hole"
    },
    {
      "label": "Recess diameter",
      "value": "5\"",
      "unit": "",
      "appliesTo": "diaphragm bar recess"
    },
    {
      "label": "Reinforcement spacing",
      "value": "4\"",
      "unit": "",
      "appliesTo": "4-#5I reinforcement bar"
    },
    {
      "label": "Diaphragm bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "Threaded length on each end",
      "value": "5\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "Washer thickness",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "washer"
    },
    {
      "label": "Washer diameter",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "washer"
    },
    {
      "label": "Cutoff distance from beam face",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    }
  ],
  "notes": [
    "DIAPHRAGM BAR SHALL BE A 1” DIAMETER PLAIN BAR, THREADED 5” ON EACH END, WITH 1/4” X 3 1/2” DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED."
  ],
  "labels": [
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS",
    "2” DIAMETER HOLE",
    "4-#5I AT 4” EACH WAY",
    "CUT OFF EXCESS DIAPHRAGM BAR 1” FROM BEAM FACE."
  ],
  "description": "This crop is a recess detail for diaphragm bar ends at a beam face. It shows the local diaphragm bar, threaded end, washer and hex nut arrangement within a circular recess, together with installation, coating, and grout notes."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Longitudinal beam elevation; dimensions are along C/L beam."
    },
    {
      "name": "diaphragm bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Two holes are drawn in the elevation; callouts state omissions at specified beams."
    },
    {
      "name": "draped strands",
      "tag": "",
      "shape": "draped",
      "material": "",
      "count": 6,
      "note": "Shown as dashed draped lines."
    },
    {
      "name": "low friction type hold down",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Called out at the lower face near the beam midpoint/right side."
    },
    {
      "name": "diaphragm bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": null,
      "note": "Shown in the partial detail at lower right; callout instructs cutoff from beam face."
    }
  ],
  "measurements": [
    {
      "label": "SPAN LENGTH",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "BEAM LENGTH",
      "value": "53'-7⅝\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "midpoint dimension",
      "value": "26'-9¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "dimension at midpoint/right",
      "value": "9⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "3 SPACES AT 24\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "18 SPACES AT 12\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "3 SPACES AT 4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "end spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bar callout",
      "value": "2-550 AT EACH LOCATION",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bar callout",
      "value": "2-450",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "hole spacing",
      "value": "6⅞\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "hole spacing",
      "value": "6⅞\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "bar callout",
      "value": "10-350 AT 6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical dimension",
      "value": "8'-4⅝\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "end dimension",
      "value": "2½\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bar callout",
      "value": "2-651 AT EACH LOCATION",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bar callout",
      "value": "2-452",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "end dimension",
      "value": "10³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bearing offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "end dimension",
      "value": "1'-6³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "BEARING TO BEARING",
      "value": "52'-3⅝\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bearing offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "end dimension",
      "value": "6³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "end dimension",
      "value": "1'-2³⁄₁₆\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "clearance",
      "value": "1\" CL.",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "diaphragm bar detail"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "bar callout",
      "value": "4-351 AT 4\" EACH WAY",
      "unit": "",
      "appliesTo": "diaphragm bar detail"
    },
    {
      "label": "diameter",
      "value": "5\" DIA.",
      "unit": "",
      "appliesTo": "diaphragm bar detail"
    },
    {
      "label": "cutoff distance",
      "value": "1\"",
      "unit": "",
      "appliesTo": "diaphragm bar"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 4'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE PROVIDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS ½\" OR ¾\".",
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE ⅛\" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT ℄ BEARING, FORM A 1¾\" DIAMETER X 7\" DEEP HOLE AT THE FIXED ENDS AND A 4\" X 1¾\" X 7\" DEEP SLOT AT THE EXPANSION ENDS WITH A 1½\" DIAMETER SMOOTH DOWEL. SEE BEARING PLAN AND BEAM ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS. partial",
    "OMIT HOLE AT BEAMS 1 AND 7",
    "OMIT HOLE AT BEAMS 6 AND 12",
    "CUT OFF EXCESS DIAPHRAGM BAR 1\" FROM BEAM FACE.",
    "ALL DIMENSIONS ARE ALONG ℄ BEAM"
  ],
  "labels": [
    "B.F.P.R.",
    "℄ BENT",
    "MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED",
    "℄ BEARING",
    "℄ LOW FRICTION TYPE HOLD DOWN",
    "NOTES",
    "ELEVATION"
  ],
  "description": "This crop shows the longitudinal elevation of a beam, with overall span and beam lengths, bearing-centerline dimensions, reinforcement/bar callouts, draped strands, and diaphragm-bar hole locations. Notes below the elevation address beam handling, chamfers, dimensional adjustments, and bearing-end hole/slot provisions; a partial diaphragm-bar detail is shown at lower right."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "girder",
      "tag": "65I",
      "shape": "I-girder profile with tapered transitions between flanges and web",
      "material": "",
      "count": 1,
      "note": "End section shown; embedded circular reinforcement/strand ends are depicted."
    },
    {
      "name": "reinforcement/strand ends",
      "tag": "8-45I",
      "shape": "circular ends in section",
      "material": "",
      "count": null,
      "note": "Callout leader points to upper circular ends."
    },
    {
      "name": "reinforcement/strand ends",
      "tag": "2-450",
      "shape": "circular ends in section",
      "material": "",
      "count": null,
      "note": "Callout leader points to upper circular ends."
    },
    {
      "name": "reinforcement/strand ends",
      "tag": "350",
      "shape": "circular ends in section",
      "material": "",
      "count": null,
      "note": "Callout leader points to circular ends at the tapered lower portion."
    },
    {
      "name": "reinforcement/strand ends",
      "tag": "2-452",
      "shape": "circular ends in section",
      "material": "",
      "count": null,
      "note": "Callout leader points to lower circular ends."
    }
  ],
  "measurements": [
    {
      "label": "",
      "value": "2″",
      "unit": "",
      "appliesTo": "Horizontal dimension between indicated vertical lines at upper portion of girder"
    },
    {
      "label": "",
      "value": "1 1/8″ CL.",
      "unit": "",
      "appliesTo": "Indicated centerline/clearance at girder web"
    },
    {
      "label": "",
      "value": "1′-3″",
      "unit": "",
      "appliesTo": "Vertical dimension between indicated horizontal reference lines at lower girder portion"
    },
    {
      "label": "",
      "value": "2″ CL.",
      "unit": "",
      "appliesTo": "Indicated centerline/clearance at bottom of girder"
    }
  ],
  "notes": [
    "CE UNLESS OTHERWISE SHOWN. (partial)",
    "TRESSED STRANDS. (partial)"
  ],
  "labels": [
    "GDOT",
    "P.I. NO.",
    "0019181",
    "SECTION AT END"
  ],
  "description": "This crop shows an end section of a girder with an I-shaped profile, tapered flange transitions, and circular embedded reinforcement or strand ends. It includes strand/reinforcement callouts, cover or centerline dimensions, and a partial note referring to prestressed strands."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": null,
      "note": "Two sectional representations are shown: section at midpoint and section at end."
    },
    {
      "name": "prestressed strands",
      "tag": "",
      "shape": "circular",
      "material": "prestressed steel",
      "count": null,
      "note": "Solid-dot symbol is defined as 1/2 in. diameter prestressed strands."
    },
    {
      "name": "reinforcement bar",
      "tag": "550",
      "shape": "bent",
      "material": "",
      "count": null,
      "note": "Shown at top of midpoint section."
    },
    {
      "name": "reinforcement bar",
      "tag": "651",
      "shape": "bent",
      "material": "",
      "count": null,
      "note": "Shown at top of end section."
    },
    {
      "name": "reinforcement bar",
      "tag": "451",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Callout at end section."
    },
    {
      "name": "reinforcement bar",
      "tag": "450",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout at end section."
    },
    {
      "name": "reinforcement bar",
      "tag": "452",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout at end section."
    },
    {
      "name": "reinforcement bar",
      "tag": "350",
      "shape": "bent trapezoidal",
      "material": "",
      "count": null,
      "note": "Reinforcement bending diagram shown."
    }
  ],
  "measurements": [
    {
      "label": "top width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal dimension",
      "value": "2 1/2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "web width",
      "value": "6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal dimension",
      "value": "6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical segment",
      "value": "6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical segment",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical segment",
      "value": "6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical segment",
      "value": "6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "overall depth",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bottom vertical dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing arrangement",
      "value": "7 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bottom width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "horizontal dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "clearance",
      "value": "1 1/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "end-section depth",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "bar 350 diagonal leg",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bar 350 angle",
      "value": "45°",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bar 350 width",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bar 350 dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "minimum clearance",
      "value": "1\"",
      "unit": "",
      "appliesTo": "prestressed strands"
    },
    {
      "label": "strand diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "prestressed strands"
    },
    {
      "label": "bar 550 and 651 bend angle",
      "value": "90°",
      "unit": "",
      "appliesTo": "550, 651"
    },
    {
      "label": "bar 350 lap minimum",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "partial reinforcement dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial reinforcement dimension",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "MAINTAIN 1\" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.",
    "• INDICATES 1/2\" DIAMETER PRESTRESSED STRANDS.",
    "ALL BAR DIMENSIONS ARE OUT TO OUT.",
    "AT THE TOP OF THE BEAM, BARS 550 AND 651 SHALL BE FIELD BENT OR SHOP BENT 90°, SUCH THAT THE HORIZONTAL LEG EXTENDS BETWEEN TOP AND BOTTOM MATS OF SLAB REINFORCEMENT.",
    "SLIGHTLY SHIFT OR SLOPE BARS 451 TO AVOID CONFLICT WITH STRANDS.",
    "BARS 350 MAY BE FABRICATED IN TWO PARTS BY LAPPING HORIZONTAL SECTION BY 1'-0\" MINIMUM.",
    "PLACE BARS 452 WITH OPEN ENDS AWAY FROM BEAM ENDS."
  ],
  "labels": [
    "SECTION AT MIDPOINT",
    "SECTION AT END",
    "REINFORCEMENT",
    "P.I. NO.",
    "0019181",
    "ALL DIMENSIONS ARE ALONG ℄ BEAM",
    "2-651 AT EACH LOCATION",
    "2 SPACES AT 2\"",
    "7 SPACES AT 2\""
  ],
  "description": "This crop shows cross sections of a beam at its midpoint and end, including the beam profile, prestressed-strand locations, and reinforcing-bar callouts. A reinforcement panel below includes the bar 350 bending shape and fabrication and placement notes; lower reinforcement details are only partially visible."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "prestressed concrete beam",
      "tag": "",
      "shape": "I-girder section with tapered web-to-flange transitions",
      "material": "",
      "count": 2,
      "note": "One full section is labeled SECTION AT MIDPOINT; a second beam section at right is only partially visible."
    },
    {
      "name": "prestressed strands",
      "tag": "",
      "shape": "circular dots in section",
      "material": "prestressed",
      "count": null,
      "note": "Solid-dot symbol is noted as indicating 1/2” diameter prestressed strand; the right-hand strand layout is cropped."
    }
  ],
  "measurements": [
    {
      "label": "top flange width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "top horizontal dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "top flange thickness",
      "value": "2 1/2\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "web width",
      "value": "6\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "horizontal dimension at web",
      "value": "3\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "upper vertical segment",
      "value": "6\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "upper vertical segment",
      "value": "3\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "web vertical segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "lower vertical segment",
      "value": "6\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "bottom flange vertical segment",
      "value": "6\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "overall depth",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "strand spacing",
      "value": "2 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "prestressed strands"
    },
    {
      "label": "bottom vertical dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "left bottom horizontal dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "strand spacing",
      "value": "7 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "prestressed strands"
    },
    {
      "label": "right bottom horizontal dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "bottom flange width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "top horizontal dimension, partial right section",
      "value": "2\"",
      "unit": "",
      "appliesTo": "prestressed concrete beam"
    },
    {
      "label": "clear dimension",
      "value": "1 1/8\" CL.",
      "unit": "",
      "appliesTo": "partial right beam section"
    },
    {
      "label": "clear dimension",
      "value": "2\" CL.",
      "unit": "",
      "appliesTo": "partial right beam section"
    }
  ],
  "notes": [
    "MAINTAIN 1” MINIMUM CLEARANCE UNLESS OTH...",
    "• INDICATES 1/2” DIAMETER PRESTRESSED STRAN..."
  ],
  "labels": [
    "550",
    "8-451",
    "350",
    "DIMENSIONS ALONG ℄ BEAM",
    "SECTION AT MIDPOINT",
    "SECTION"
  ],
  "description": "The crop shows a full cross section of a prestressed beam at its midpoint, with flange, web, overall dimensions, and a solid-dot prestressing-strand pattern. A second beam section is shown at the right but is cropped, including partial strand and clearance callouts."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "",
      "shape": "",
      "material": "precast prestressed concrete",
      "count": null,
      "note": "Beam requirements, handling, finish, prestressing, concrete strength, and allowable tension are noted."
    },
    {
      "name": "pick-ups",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Embedded pick-ups are specified for beam handling."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Specified at fixed and expansion bearing ends."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for bonding and dead-load deflection."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for non-composite dead-load deflection."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for composite dead-load deflection."
    },
    {
      "name": "prestressing strands",
      "tag": "",
      "shape": "circular",
      "material": "special low-relaxation steel",
      "count": 20,
      "note": "Pretensioned strands are specified."
    }
  ],
  "measurements": [
    {
      "label": "Partial dimension at top of crop",
      "value": "1'-6 3/16\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Beam pickup distance from ends",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Pickup embedment distance from bottom of beam",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pick-ups"
    },
    {
      "label": "Beam edge chamfer",
      "value": "1/2\" OR 3/4\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Epoxy mortar at each beam end",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Fixed-end hole diameter",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Fixed-end hole depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Expansion-end slot size",
      "value": "4\" X 1 3/4\" X 7\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Roughened surface amplitude",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Strand quantity",
      "value": "20",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Strand diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Strand area",
      "value": "0.167",
      "unit": "SQ IN",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Pretension force per strand",
      "value": "33,818",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Minimum concrete strength for strand release",
      "value": "5,200",
      "unit": "PSI",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Total jacking force of pretensioning",
      "value": "676,350",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Net prestressing force after all losses",
      "value": "536,584",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Concrete strength (f'c)",
      "value": "6,500",
      "unit": "PSI",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Allowable PSC beam tension",
      "value": "484",
      "unit": "PSI",
      "appliesTo": "PSC beam"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 4'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS 1/2\" OR 3/4\".",
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8\" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT ℄ BEARING, FORM A 1 3/4\" DIAMETER X 7\" DEEP HOLE AT THE FIXED ENDS AND A 4\" X 1 3/4\" X 7\" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2\" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4\". CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:",
    "A. USE 20 - 1/2\" DIAMETER SPECIAL LOW-RELAXATION (A = 0.167 SQ IN) STRANDS. PRETENSION STRANDS TO 33,818 LBS EACH.",
    "B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH (fci) OF 5,200 PSI.",
    "C. INCLUDING THE TOP STRANDS, THE TOTAL JACKING FORCE OF PRETENSIONING IS 676,350 LBS.",
    "D. INCLUDING THE TOP STRANDS, THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES IS 536,584 LBS.",
    "11. CONCRETE STRENGTH (f'c) = 6,500 PSI.",
    "12. ALLOWABLE PSC BEAM TENSION = 484 PSI."
  ],
  "labels": [
    "NOTES",
    "℄ BEARING TO",
    "EL"
  ],
  "description": "This crop is a notes block for PSC beams, with general beam handling, fabrication, bearing-dowel, surface preparation, transport-hole repair, and deflection notes. It also provides prestressing strand data, concrete strength, and allowable PSC beam tension; only a partial dimension and partial adjacent drawing labels are visible at the top."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Beams shall be maintained upright and picked up near their ends; chamfered edges required."
    },
    {
      "name": "pick-up",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shall be embedded within 4” of the bottom of the beam; details to be included in shop drawings."
    }
  ],
  "measurements": [
    {
      "label": "Distance from beam ends for picking up",
      "value": "4’-6”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Pick-up embedment location from bottom of beam",
      "value": "4”",
      "unit": "",
      "appliesTo": "pick-up"
    },
    {
      "label": "Beam edge chamfer",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Beam edge chamfer",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "beam"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 4’-6” FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4” OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS 1/2” OR 3/4”."
  ],
  "labels": [],
  "description": "This crop is a notes block containing beam handling, lifting pick-up, and edge chamfer requirements. It documents fabrication/shop drawing and handling requirements for beams; no beam detail or quantity is shown."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "350",
      "shape": "trapezoidal bent bar with sloped sides",
      "material": "",
      "count": null,
      "note": "45° bends typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "351",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "450",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "451",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "452",
      "shape": "open rectangular bent bar",
      "material": "",
      "count": null,
      "note": "Open ends are to be placed away from beam ends."
    },
    {
      "name": "reinforcement bar",
      "tag": "550",
      "shape": "L-shaped bent bar",
      "material": "",
      "count": null,
      "note": "To be field bent or shop bent 90° at top of beam."
    },
    {
      "name": "reinforcement bar",
      "tag": "651",
      "shape": "L-shaped bent bar",
      "material": "",
      "count": null,
      "note": "To be field bent or shop bent 90° at top of beam."
    }
  ],
  "measurements": [
    {
      "label": "bar sloping leg length, typical",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bend angle, typical",
      "value": "45°",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bar width",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bar leg dimension, typical",
      "value": "3\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "bar length",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "351"
    },
    {
      "label": "bar length",
      "value": "9\"",
      "unit": "",
      "appliesTo": "450"
    },
    {
      "label": "bar length",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "451"
    },
    {
      "label": "bar leg dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "452"
    },
    {
      "label": "bar width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "452"
    },
    {
      "label": "bar leg length",
      "value": "4'-1\"",
      "unit": "",
      "appliesTo": "550"
    },
    {
      "label": "bar width",
      "value": "9\"",
      "unit": "",
      "appliesTo": "550"
    },
    {
      "label": "bar leg length",
      "value": "4'-1\"",
      "unit": "",
      "appliesTo": "651"
    },
    {
      "label": "bar width",
      "value": "6\"",
      "unit": "",
      "appliesTo": "651"
    },
    {
      "label": "shop bend angle",
      "value": "90°",
      "unit": "",
      "appliesTo": "550, 651"
    },
    {
      "label": "minimum lap length",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "350"
    }
  ],
  "notes": [
    "ALL BAR DIMENSIONS ARE OUT TO OUT.",
    "AT THE TOP OF THE BEAM, BARS 550 AND 651 SHALL BE FIELD BENT OR SHOP BENT 90° SUCH THAT THE HORIZONTAL LEG EXTENDS BETWEEN TOP AND BOTTOM MATS OF SLAB REINFORCEMENT.",
    "SLIGHTLY SHIFT OR SLOPE BARS 451 TO AVOID CONFLICT WITH STRANDS.",
    "BARS 350 MAY BE FABRICATED IN TWO PARTS BY LAPPING HORIZONTAL SECTION BY 1'-0\" MINIMUM.",
    "PLACE BARS 452 WITH OPEN ENDS AWAY FROM BEAM ENDS."
  ],
  "labels": [
    "REINFORCEMENT",
    "SECTION AT MID POINT",
    "SECTION AT END",
    "BRIDGE NO. LT. AND RT."
  ],
  "description": "This crop is a reinforcement bar detail block showing bar shapes 350, 351, 450, 451, 452, 550, and 651. It documents dimensions and fabrication/placement notes for beam and slab reinforcement, including special bending requirements for bars 550 and 651."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "diaphragm bar",
      "tag": "",
      "shape": "cylindrical plain bar, threaded at end",
      "material": "",
      "count": 1,
      "note": "Bar end shown in recess detail."
    },
    {
      "name": "washer",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Washer shown at the diaphragm bar end."
    },
    {
      "name": "hex nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "",
      "count": 1,
      "note": "Nut shown at the diaphragm bar end."
    },
    {
      "name": "recess",
      "tag": "",
      "shape": "rectangular section with circular opening",
      "material": "",
      "count": 1,
      "note": "Recess at beam face for diaphragm bar end."
    },
    {
      "name": "hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Called out as 2” DIAMETER HOLE."
    },
    {
      "name": "reinforcement bars",
      "tag": "",
      "shape": "circular in section",
      "material": "",
      "count": null,
      "note": "Callout reads partial/uncertain: “4-#5I AT 4” EACH WAY.”"
    },
    {
      "name": "beam face",
      "tag": "",
      "shape": "rectangular section",
      "material": "",
      "count": 1,
      "note": "Excess diaphragm bar is to be cut off from this face."
    }
  ],
  "measurements": [
    {
      "label": "CL.",
      "value": "1”",
      "unit": "",
      "appliesTo": "recess detail"
    },
    {
      "label": "",
      "value": "3”",
      "unit": "",
      "appliesTo": "recess detail"
    },
    {
      "label": "DIAMETER HOLE",
      "value": "2”",
      "unit": "",
      "appliesTo": "hole"
    },
    {
      "label": "AT",
      "value": "4”",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "DIA.",
      "value": "5”",
      "unit": "",
      "appliesTo": "recess"
    },
    {
      "label": "CUT OFF EXCESS DIAPHRAGM BAR FROM BEAM FACE",
      "value": "1”",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "DIAPHRAGM BAR DIAMETER",
      "value": "1”",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "THREADED ON EACH END",
      "value": "5”",
      "unit": "",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "WASHER THICKNESS",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "washer"
    },
    {
      "label": "WASHER DIAMETER",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": "washer"
    }
  ],
  "notes": [
    "DIAPHRAGM BAR SHALL BE A 1” DIAMETER PLAIN BAR, THREADED 5” ON EACH END, WITH 1/4” X 3 1/2” DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED."
  ],
  "labels": [
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS"
  ],
  "description": "This crop is a recess detail for an end of a diaphragm bar at a beam face. It shows the threaded bar, washer, hex nut, hole and recess geometry, with installation, coating, grout, and galvanizing requirements."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Beam length, bearing-end holes/slots, top-surface treatment, transport holes, and deflection are addressed in the notes."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in Note 4; a symbol preceding “BEARING” is unclear."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Referenced for fixed and expansion ends."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as bonded to the roughened beam top and as contributing to non-composite dead-load deflection."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to non-composite dead-load deflection."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to composite dead-load deflection."
    },
    {
      "name": "strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required to meet ASTM A 416 Grade 270."
    }
  ],
  "measurements": [
    {
      "label": "Epoxy mortar thickness at each beam end",
      "value": "1/8″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Diameter of hole at fixed ends",
      "value": "1 3/4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Depth of hole at fixed ends",
      "value": "7″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Slot width at expansion ends",
      "value": "4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Slot dimension at expansion ends",
      "value": "1 3/4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Slot depth at expansion ends",
      "value": "7″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2″",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Roughened surface amplitude",
      "value": "1/4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Strand grade",
      "value": "270",
      "unit": "",
      "appliesTo": "strands"
    }
  ],
  "notes": [
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8″ EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT [symbol unclear] BEARING, FORM A 1 3/4″ DIAMETER X 7″ DEEP HOLE AT THE FIXED ENDS AND A 4″ X 1 3/4″ X 7″ DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2″ DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4″. CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:"
  ],
  "labels": [],
  "description": "This crop is a notes block containing Notes 3 through 10 for beams and associated prestressing work. It documents beam dimensional allowances, bearing-end dowel holes and slots, beam-top surface preparation, transport-hole repairs, dead-load deflection definitions, strand requirements, and introduces prestressing data that is not shown in this crop."
}