Chain Link Fence

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge deck/superstructure",
      "tag": "",
      "shape": "longitudinal rectangular deck profile",
      "material": "",
      "count": 1,
      "note": "Shown across the full bridge length in elevation."
    },
    {
      "name": "abutment wall",
      "tag": "WALL NO. 1",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Front face is called out."
    },
    {
      "name": "abutment wall",
      "tag": "WALL NO. 2",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Front face is called out."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 2",
      "shape": "rectangular pier column with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Shown with a pile-supported footing."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 3",
      "shape": "rectangular pier column with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Shown with a pile-supported footing."
    },
    {
      "name": "pile-supported footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One beneath each visible bent; individual piles are shown but not tagged."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical",
      "material": "",
      "count": null,
      "note": "Visible below both bent footings; exact count is unclear at this crop resolution."
    },
    {
      "name": "bearing",
      "tag": "FIX",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Fixed bearings shown at Bent 2."
    },
    {
      "name": "bearing",
      "tag": "EXP.",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Expansion bearings shown at Wall No. 1, Bent 3, and Wall No. 2."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular mesh panel",
      "material": "chain link wire",
      "count": 3,
      "note": "Called out as typical."
    },
    {
      "name": "future access road",
      "tag": "",
      "shape": "horizontal line",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "existing track",
      "tag": "",
      "shape": "vertical dashed centerline",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "future track",
      "tag": "",
      "shape": "vertical dashed centerline",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "future groundline",
      "tag": "",
      "shape": "irregular profile",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "approximate existing groundline",
      "tag": "",
      "shape": "horizontal line",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Total length of bridge",
      "value": "192'-0\" ***",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "Span length",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "between B.F.P.R. BENT 1 and BENT 2"
    },
    {
      "label": "Span length",
      "value": "82'-0\" ***",
      "unit": "",
      "appliesTo": "between BENT 2 and BENT 3"
    },
    {
      "label": "Span length",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "between BENT 3 and B.F.P.R. BENT 4"
    },
    {
      "label": "Elevation",
      "value": "151.00",
      "unit": "",
      "appliesTo": "EL. 151.00, TYP."
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "APPROXIMATE EXISTING GROUNDLINE",
    "NOTES — partial note block visible at right edge; text is cut off and illegible in part."
  ],
  "labels": [
    "PLAN",
    "B.F.P.R. BENT 1 ***",
    "BENT 2 **",
    "BENT 3 **",
    "B.F.P.R. BENT 4 ***",
    "PGL",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK",
    "FUTURE GROUNDLINE",
    "ELEVATION"
  ],
  "description": "This crop principally shows an elevation of a bridge with end walls, Bents 2 and 3, deck superstructure, bearings, and pile-supported bent footings. The bridge is dimensioned as three spans of 55'-0\", 82'-0\", and 55'-0\", with a stated total length of 192'-0\". A partial plan heading and dimension string are visible above the elevation."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge superstructure",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Shown spanning between B.F.P.R. BENT 1, BENT 2, BENT 3, and B.F.P.R. BENT 4."
    },
    {
      "name": "B.F.P.R. bent",
      "tag": "B.F.P.R. BENT 1",
      "shape": "vertical wall/pier line",
      "material": "",
      "count": 1,
      "note": "Circled reference 1 shown below."
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "vertical pier with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Circled reference 2 shown below; pile-supported foundation is shown."
    },
    {
      "name": "bent",
      "tag": "BENT 3",
      "shape": "vertical pier with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Circled reference 3 shown below; pile-supported foundation is shown."
    },
    {
      "name": "B.F.P.R. bent",
      "tag": "B.F.P.R. BENT 4",
      "shape": "vertical wall/pier line",
      "material": "",
      "count": 1,
      "note": "Circled reference 4 shown below."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One shown at each of BENT 2 and BENT 3."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "vertical",
      "material": "",
      "count": 8,
      "note": "Four piles are visibly shown below each of the two pile caps."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 1",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Callout identifies front face of wall."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 2",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Callout identifies front face of wall."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular fence panels",
      "material": "",
      "count": 3,
      "note": "Marked TYP."
    },
    {
      "name": "bearings",
      "tag": "EXP.",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Expansion bearing callouts shown at the end supports and adjacent to BENT 3."
    },
    {
      "name": "bearings",
      "tag": "FIX",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Fixed bearing callouts shown adjacent to BENT 2."
    },
    {
      "name": "existing track centerline",
      "tag": "℄ EXISTING TRACK",
      "shape": "vertical dashed line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "future track centerline",
      "tag": "℄ FUTURE TRACK",
      "shape": "vertical dashed line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "future access road centerline",
      "tag": "℄ FUTURE ACCESS ROAD",
      "shape": "vertical dashed line",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "TOTAL LENGTH OF BRIDGE",
      "value": "192'-0\"",
      "unit": "",
      "appliesTo": "bridge superstructure"
    },
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1 to BENT 2"
    },
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 to BENT 3"
    },
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 to B.F.P.R. BENT 4"
    },
    {
      "label": "elevation",
      "value": "EL.151.00",
      "unit": "",
      "appliesTo": "groundline"
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO.1",
    "FRONT FACE OF WALL NO.2",
    "EL.151.00, TYP.",
    "APPROXIMATE EXISTING GROUNDLINE",
    "FUTURE GROUNDLINE"
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "PGL.",
    "B.F.P.R. BENT 1 ***",
    "BENT 2 **",
    "BENT 3 **",
    "B.F.P.R. BENT 4 ***",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK"
  ],
  "description": "This crop shows an elevation of a four-support bridge with end B.F.P.R. bents and two intermediate pile-supported bents. The elevation documents the 55'-0\", 82'-0\", and 55'-0\" span arrangement, wall front faces, fence locations, bearing designations, track centerlines, and existing/future groundlines."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge superstructure",
      "tag": "",
      "shape": "continuous horizontal deck/girder profile",
      "material": "",
      "count": 1,
      "note": "Shown spanning between B.F.P.R. BENT 1 and B.F.P.R. BENT 4, with intermediate BENT 2 and BENT 3."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 2",
      "shape": "rectangular cap with single rectangular column",
      "material": "",
      "count": 1,
      "note": "Shown with a pile cap and three visible piles."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 3",
      "shape": "rectangular cap with single rectangular column",
      "material": "",
      "count": 1,
      "note": "Shown with a pile cap and three visible piles."
    },
    {
      "name": "bent/bridge support",
      "tag": "B.F.P.R. BENT 1",
      "shape": "vertical support at bridge end",
      "material": "",
      "count": 1,
      "note": "Support is adjacent to the front face of Wall No. 1."
    },
    {
      "name": "bent/bridge support",
      "tag": "B.F.P.R. BENT 4",
      "shape": "vertical support at bridge end",
      "material": "",
      "count": 1,
      "note": "Support is adjacent to the front face of Wall No. 2."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One shown below each of BENT 2 and BENT 3."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical",
      "material": "",
      "count": 6,
      "note": "Three visible below each pile cap."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 1",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Only the front face is identified."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 2",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Only the front face is identified."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular mesh panels",
      "material": "chain link wire",
      "count": 3,
      "note": "Marked TYP."
    },
    {
      "name": "bearing",
      "tag": "EXP.",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Expansion bearing condition shown at B.F.P.R. BENT 1, both sides of BENT 3, and B.F.P.R. BENT 4."
    },
    {
      "name": "bearing",
      "tag": "FIX",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Fixed bearing condition shown at BENT 2."
    }
  ],
  "measurements": [
    {
      "label": "TOTAL LENGTH OF BRIDGE",
      "value": "192'-0\" ***",
      "unit": "",
      "appliesTo": "bridge superstructure"
    },
    {
      "label": "",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "span between B.F.P.R. BENT 1 and BENT 2"
    },
    {
      "label": "",
      "value": "82'-0\" ***",
      "unit": "",
      "appliesTo": "span between BENT 2 and BENT 3"
    },
    {
      "label": "",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "span between BENT 3 and B.F.P.R. BENT 4"
    },
    {
      "label": "EL.",
      "value": "151.00",
      "unit": "",
      "appliesTo": "TYP."
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "APPROXIMATE EXISTING GROUNDLINE",
    "FUTURE GROUNDLINE"
  ],
  "labels": [
    "PLAN",
    "TOTAL LENGTH OF BRIDGE",
    "PGL",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK",
    "ELEVATION",
    "1",
    "2",
    "3",
    "4"
  ],
  "description": "This crop shows an elevation of a three-span bridge with end supports identified as B.F.P.R. BENT 1 and B.F.P.R. BENT 4 and intermediate BENT 2 and BENT 3. It documents the overall and span lengths, bearing conditions, pile-supported intermediate bents, wall-front-face references, groundlines, track/access-road centerlines, and typical chain link wire fence."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "AASHTO Type II PSC beam spans",
      "tag": "",
      "shape": "",
      "material": "prestressed concrete",
      "count": 2,
      "note": "55'-0\" spans; special design."
    },
    {
      "name": "AASHTO Type III PSC beam span",
      "tag": "",
      "shape": "",
      "material": "prestressed concrete",
      "count": 1,
      "note": "82'-0\" span; special design."
    },
    {
      "name": "steel H pile end bents with MSE wall abutments",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "concrete intermediate bents",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "end post and guardrail attachment detail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Referenced to GA. STD. 3054 (9-30-02)."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced to GA. STD. 9031N (8-13-85)."
    },
    {
      "name": "reinforcement bar bending details",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced to GA. STD. 3901 (8-69)."
    }
  ],
  "measurements": [
    {
      "label": "quantity of AASHTO Type II PSC beam spans",
      "value": "2",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam spans"
    },
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "AASHTO Type II PSC beam spans"
    },
    {
      "label": "quantity of AASHTO Type III PSC beam span",
      "value": "1",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "ft-in",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "quantity of steel H pile end bents with MSE wall abutments",
      "value": "2",
      "unit": "",
      "appliesTo": "steel H pile end bents with MSE wall abutments"
    },
    {
      "label": "quantity of concrete intermediate bents",
      "value": "2",
      "unit": "",
      "appliesTo": "concrete intermediate bents"
    },
    {
      "label": "quantity of end post and guardrail attachment details",
      "value": "4",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "length",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "width",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "length",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "width",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    }
  ],
  "notes": [
    "2 - 55'-0\" AASHTO TYPE II PSC BEAM SPANS ---------------- SPECIAL DESIGN",
    "1 - 82'-0\" AASHTO TYPE III PSC BEAM SPAN ---------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS ----------- SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS ------------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL -------- GA. STD. 3054 (9-30-02)",
    "(L = 4'-3\"; W = 1'-1\"; H = 3'-6\")",
    "(L = 4'-6\"; W = 1'-1\"; H = 3'-6\")",
    "BAR BENDING DETAILS ------------------------ GA. STD. 3901 (8-69)",
    "CHAIN LINK WIRE FENCE ------------------- GA. STD. 9031N (8-13-85)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE ----------------GA. STD. 9037 (9-99)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF"
  ],
  "description": "This crop is a bridge-composition note block headed “EACH BRIDGE CONSISTS OF.” It lists the bridge span arrangement, end and intermediate bent types, end-post/guardrail details, and referenced standard details for bar bending, chain link fence, and fill at the end of bridge."
}

{
  "view": "Schedule",
  "objects": [
    {
      "name": "AASHTO Type II PSC beam span",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": 2,
      "note": "55'-0\" spans; special design."
    },
    {
      "name": "AASHTO Type III PSC beam span",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": 1,
      "note": "82'-0\" span; special design."
    },
    {
      "name": "steel H-pile end bent",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 2,
      "note": "With MSE wall abutments; special design."
    },
    {
      "name": "MSE wall abutment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Associated with steel H-pile end bents; special design."
    },
    {
      "name": "concrete intermediate bent",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "end post and guardrail attachment detail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Referenced to GA. STD. 3054 (9-30-02)."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced to GA. STD. 9031N (8-13-85)."
    }
  ],
  "measurements": [
    {
      "label": "Quantity of AASHTO Type II PSC beam spans",
      "value": "2",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam span"
    },
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam span"
    },
    {
      "label": "Quantity of AASHTO Type III PSC beam spans",
      "value": "1",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "Span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "Quantity of steel H pile end bents with MSE wall abutments",
      "value": "2",
      "unit": "",
      "appliesTo": "steel H pile end bent / MSE wall abutment"
    },
    {
      "label": "Quantity of concrete intermediate bents",
      "value": "2",
      "unit": "",
      "appliesTo": "concrete intermediate bent"
    },
    {
      "label": "Quantity of end post and guardrail attachment details",
      "value": "4",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Length",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Length",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    }
  ],
  "notes": [
    "2 - 55'-0” AASHTO TYPE II PSC BEAM SPANS ---------------- SPECIAL DESIGN",
    "1 - 82'-0” AASHTO TYPE III PSC BEAM SPAN ----------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS -------- SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS -------------------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL ---------- GA. STD. 3054 (9-30-02)",
    "(L = 4'-3”; W = 1'-1”; H = 3'-6”)",
    "(L = 4'-6”; W = 1'-1”; H = 3'-6”)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF",
    "BAR BENDING DETAILS --------------------------- GA. STD. 3901 (8-69)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE -------------GA. STD. 9037 (9-99)"
  ],
  "description": "This crop is a bridge composition schedule headed “EACH BRIDGE CONSISTS OF.” It lists the bridge span arrangement, end and intermediate bents, MSE wall abutments, guardrail end-post attachment details, and references to standard details including fence, bar bending, and typical fill at the end of bridge."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Chain link fence",
      "tag": "",
      "shape": "chain link",
      "material": "ZC coat",
      "count": null,
      "note": "Payment item note; extent is not shown in this crop."
    }
  ],
  "measurements": [
    {
      "label": "Fence height",
      "value": "6FT",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Wire gauge",
      "value": "9 GA.",
      "unit": "",
      "appliesTo": "Chain link fence"
    }
  ],
  "notes": [
    "CHAIN LINK FENCE - CHAIN LINK FENCE SHALL BE PAID FOR AS “LF CH LK FENCE, ZC COAT, 6FT, 9 GA.”"
  ],
  "labels": [],
  "description": "This crop contains a payment note for chain link fence. It specifies the fence pay item as LF CH LK FENCE with ZC coat, 6FT height, and 9 GA wire."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam span",
      "tag": "AASHTO TYPE II",
      "shape": "beam",
      "material": "prestressed concrete",
      "count": 2,
      "note": "55'-0\" spans; special design."
    },
    {
      "name": "PSC beam span",
      "tag": "AASHTO TYPE III",
      "shape": "beam",
      "material": "prestressed concrete",
      "count": 1,
      "note": "82'-0\" span; special design."
    },
    {
      "name": "end bent",
      "tag": "",
      "shape": "H-section pile bent",
      "material": "structural steel",
      "count": 2,
      "note": "Steel H pile end bents with MSE wall abutments; special design."
    },
    {
      "name": "MSE wall abutment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Associated with steel H pile end bents; special design."
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "end post and guardrail attachment detail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "GA. STD. 3054 (9-30-02)."
    },
    {
      "name": "reinforcement bar bending details",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "GA. STD. 3901 (8-69)."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "GA. STD. 9031N (8-13-85)."
    },
    {
      "name": "fill at end of bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical fill detail; GA. STD. 9037 (9-99)."
    }
  ],
  "measurements": [
    {
      "label": "PSC beam span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO TYPE II"
    },
    {
      "label": "PSC beam span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO TYPE III"
    },
    {
      "label": "Length",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Length",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    }
  ],
  "notes": [
    "2 - 55'-0\" AASHTO TYPE II PSC BEAM SPANS -------------------- SPECIAL DESIGN",
    "1 - 82'-0\" AASHTO TYPE III PSC BEAM SPAN --------------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS ------------ SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS ------------------------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL -------- GA. STD. 3054 (9-30-02)",
    "{L = 4'-3\"; W = 1'-1\"; H = 3'-6\"}",
    "{L = 4'-6\"; W = 1'-1\"; H = 3'-6\"}",
    "BAR BENDING DETAILS ----------------------------- GA. STD. 3901 (8-69)",
    "CHAIN LINK WIRE FENCE ---------------------------- GA. STD. 9031N (8-13-85)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE --------------GA. STD. 9037 (9-99)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF",
    "SPECIAL DESIGN",
    "GA. STD. 3054 (9-30-02)",
    "GA. STD. 3901 (8-69)",
    "GA. STD. 9031N (8-13-85)",
    "GA. STD. 9037 (9-99)"
  ],
  "description": "This crop is a bridge composition note block listing the span arrangement, bents, abutments, and associated standard details for each bridge. It documents two 55'-0\" Type II PSC spans, one 82'-0\" Type III PSC span, two steel H-pile end bents with MSE wall abutments, and two concrete intermediate bents."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified to meet ASTM A 709 GR 50."
    },
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Pile tip elevations are referenced; erratic pile lengths can be expected."
    },
    {
      "name": "Smooth dowel bars",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Placed in formed holes and grouted in place."
    },
    {
      "name": "Abutment soil reinforcing device inserts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be furnished and installed at abutments."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "May be used at contractor's option in lieu of concrete diaphragms shown in plans."
    },
    {
      "name": "Concrete diaphragms",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Shown in plans; may be replaced by steel diaphragms at contractor's option."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Standard plan modification note addresses expansion joint and approach slab pavement."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At end bent to be continuous around end post."
    },
    {
      "name": "Grooved concrete bridge deck",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": null,
      "note": "Entire bridge length to be grooved transversely before placing traffic on deck."
    },
    {
      "name": "Chain link fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Specified as zinc coat, 6FT, 9 GA."
    },
    {
      "name": "Welding",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be performed by GDOT certified welders using specified low-hydrogen electrodes for manual shielded metal arc welding."
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be cleaned and painted with special protective coating."
    },
    {
      "name": "Protective coating",
      "tag": "NO. 2P",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Applied to piles and swaybracing."
    }
  ],
  "measurements": [
    {
      "label": "Special Provision",
      "value": "154",
      "unit": "",
      "appliesTo": "Construction vibration monitoring"
    },
    {
      "label": "Submittal period before driving piles",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "Geotechnical submittal"
    },
    {
      "label": "Minimum freeze period",
      "value": "24 HOURS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Formed hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Formed hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Bent numbers",
      "value": "1 AND 4",
      "unit": "",
      "appliesTo": "Fill settlement / piles"
    },
    {
      "label": "Wind speed",
      "value": "140MPH",
      "unit": "",
      "appliesTo": "Steel diaphragms"
    },
    {
      "label": "Wind exposure",
      "value": "ONE HALF",
      "unit": "",
      "appliesTo": "Vertical surface area of exposed beam"
    },
    {
      "label": "Expansion joint",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Approach slab standard plan modification"
    },
    {
      "label": "Distance to end post",
      "value": "1 3/8”",
      "unit": "",
      "appliesTo": "Approach slab standard plan modification"
    },
    {
      "label": "Bent numbers",
      "value": "1 AND 4",
      "unit": "",
      "appliesTo": "Approach slab standard plan modification"
    },
    {
      "label": "Fence pay unit",
      "value": "LF",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Fence height",
      "value": "6FT",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Fence wire gauge",
      "value": "9 GA",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Protective coating extension below ground",
      "value": "2FT",
      "unit": "",
      "appliesTo": "End bent piling"
    },
    {
      "label": "Protective coating extension below ground",
      "value": "5FT",
      "unit": "",
      "appliesTo": "Intermediate bent piling"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL-SUBMITTAL@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.",
    "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3” DIAMETER X 12” DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES.",
    "ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED.",
    "FILL SETTLEMENT - PROTECT PILES DRIVEN AT BENTS 1 AND 4 FROM NEGATIVE SKIN FRICTION WHEN USED IN CONJUNCTION WITH MECHANICALLY STABILIZED EARTH WALLS, SEE SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS. DRIVE PILES AT END BENTS BEFORE WALL LEVELING PADS ARE CONSTRUCTED.",
    "STEEL DIAPHRAGMS - AT CONTRACTOR’S OPTION, STEEL DIAPHRAGMS MAY BE USED IN LIEU OF THE CONCRETE DIAPHRAGMS SHOWN IN THE PLANS. AT A MINIMUM, STEEL DIAPHRAGMS ARE TO BE DESIGNED AT STRENGTH LIMIT STATE III WITH A THREE SECOND GUST WIND SPEED OF 140MPH APPLIED TO ONE HALF OF THE VERTICAL SURFACE AREA OF THE EXPOSED BEAM USING EXPOSURE CATEGORY D. CROSS FRAME CONFIGURATIONS SHALL HAVE A HORIZONTAL ANGLE OR CHANNEL AT EITHER THE TOP OR BOTTOM POSITION. STEEL DIAPHRAGMS SHALL BE MANUFACTURED BY A FABRICATOR LISTED ON QPL 60 PER SECTION 501 OR GREATER STEEL. ALL COMPONENTS OF THE STEEL DIAPHRAGM SHALL BE GALVANIZED ACCORDING TO ASTM A 123. CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 (GRADE A325). NUTS SHALL CONFORM TO ASTM A563. WASHERS SHALL CONFORM TO ASTM F436. ALL HARDWARE SHALL BE GALVANIZED ACCORDING TO ASTM A153. STABILITY OF THE BEAMS AND STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE STEEL DIAPHRAGMS TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. THE USE OF STEEL DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR “LUMP-SUM PREST CONCRETE.”",
    "STANDARD PLAN MODIFICATION - MODIFY THE APPROACH SLAB STANDARD TO INCREASE THE 3/4” EXPANSION JOINT SHOWN BETWEEN THE APPROACH SLAB AND THE BACK FACE PAVING REST AND END POST TO 1 3/8” AT BENT 1 AND 4. KEEP THE EXPANSION JOINT AT END BENT CONTINUOUS AROUND END POST. INCLUDE COST OF JOINT IN APPROACH SLAB PAYMENT. SEE ROADWAY PLANS FOR APPROACH SLAB PAVEMENT.",
    "GROOVED CONCRETE - GROOVE THE ENTIRE LENGTH OF THE BRIDGE TRANSVERSELY AS PER SUB-SECTION 500.3.05.T.9.C. OF THE GEORGIA DOT SPECIFICATIONS. PROVIDE GROOVING BEFORE PLACING TRAFFIC ON DECK.",
    "CHAIN LINK FENCE - CHAIN LINK FENCE SHALL BE PAID FOR AS “LF CH LK FENCE, ZC COAT, 6FT, 9 GA.”",
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.",
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS. EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.",
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.",
    "provide table for 2’ above estimated tip elevations"
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "BENT NUMBER",
    "PILE TIP",
    "*",
    "**"
  ],
  "description": "This crop is a general-notes continuation sheet for bridge work, containing pile, diaphragm, approach slab, deck, fence, welding, coating, shop-drawing, and incidental-work requirements. A partial table is visible at the upper right with the headings “BENT NUMBER” and partial “PILE TIP”; its values are cropped and obscured. A green review markup requests a table for 2’ above estimated tip elevations."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Foundation backfill material",
      "tag": "207-0203",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "Bridge excavation, grade separation",
      "tag": "211-0200",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "Grooved concrete",
      "tag": "500-0100",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "Superstructure concrete",
      "tag": "500-1011",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "CL D; separately listed as BR NO - I LT (249) and BR NO - I RT (249)."
    },
    {
      "name": "Concrete barrier",
      "tag": "500-2100",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "Class AA concrete",
      "tag": "500-3002",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "PSC beams, AASHTO Type II",
      "tag": "507-9002",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "BR NO - I."
    },
    {
      "name": "PSC beams, AASHTO Type III",
      "tag": "507-9003",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "BR NO - I."
    },
    {
      "name": "Bar reinforcement steel",
      "tag": "511-1000",
      "shape": "bar",
      "material": "steel",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "Superstructure reinforcement steel",
      "tag": "511-3000",
      "shape": "bar",
      "material": "steel",
      "count": null,
      "note": "Separately listed as BR NO - I LT (69762) and BR NO - I RT (69762)."
    },
    {
      "name": "Piling in place, steel H",
      "tag": "520-1125",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Description is partially obscured after “HP”; a visible callout reads “12 X 53.”"
    },
    {
      "name": "Load test, steel H",
      "tag": "520-4125",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "HP 12 X 53 (IF REQD)."
    },
    {
      "name": "Dynamic pile test",
      "tag": "523-1100",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "Chain link fence",
      "tag": "643-1152",
      "shape": "",
      "material": "",
      "count": null,
      "note": "ZC COAT, 6 FT, 9 GA."
    }
  ],
  "measurements": [
    {
      "label": "Left bridge quantity, foundation backfill material",
      "value": "35",
      "unit": "CY",
      "appliesTo": "207-0203"
    },
    {
      "label": "Right bridge quantity, foundation backfill material",
      "value": "35",
      "unit": "CY",
      "appliesTo": "207-0203"
    },
    {
      "label": "Left bridge quantity, bridge excavation",
      "value": "295",
      "unit": "CY",
      "appliesTo": "211-0200"
    },
    {
      "label": "Right bridge quantity, bridge excavation",
      "value": "295",
      "unit": "CY",
      "appliesTo": "211-0200"
    },
    {
      "label": "Left bridge quantity, grooved concrete",
      "value": "811",
      "unit": "SY",
      "appliesTo": "500-0100"
    },
    {
      "label": "Right bridge quantity, grooved concrete",
      "value": "811",
      "unit": "SY",
      "appliesTo": "500-0100"
    },
    {
      "label": "Left bridge quantity, superstructure concrete",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "500-1011"
    },
    {
      "label": "Right bridge quantity, superstructure concrete",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "500-1011"
    },
    {
      "label": "Left bridge quantity, concrete barrier",
      "value": "378",
      "unit": "LF",
      "appliesTo": "500-2100"
    },
    {
      "label": "Right bridge quantity, concrete barrier",
      "value": "378",
      "unit": "LF",
      "appliesTo": "500-2100"
    },
    {
      "label": "Left bridge quantity, Class AA concrete",
      "value": "221",
      "unit": "CY",
      "appliesTo": "500-3002"
    },
    {
      "label": "Right bridge quantity, Class AA concrete",
      "value": "221",
      "unit": "CY",
      "appliesTo": "500-3002"
    },
    {
      "label": "Left bridge quantity, PSC beams AASHTO Type II",
      "value": "644",
      "unit": "LF",
      "appliesTo": "507-9002"
    },
    {
      "label": "Right bridge quantity, PSC beams AASHTO Type II",
      "value": "644",
      "unit": "LF",
      "appliesTo": "507-9002"
    },
    {
      "label": "Left bridge quantity, PSC beams AASHTO Type III",
      "value": "486",
      "unit": "LF",
      "appliesTo": "507-9003"
    },
    {
      "label": "Right bridge quantity, PSC beams AASHTO Type III",
      "value": "486",
      "unit": "LF",
      "appliesTo": "507-9003"
    },
    {
      "label": "Left bridge quantity, bar reinforcement steel",
      "value": "35422",
      "unit": "LB",
      "appliesTo": "511-1000"
    },
    {
      "label": "Right bridge quantity, bar reinforcement steel",
      "value": "35397",
      "unit": "LB",
      "appliesTo": "511-1000"
    },
    {
      "label": "Left bridge quantity, superstructure reinforcement steel",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "511-3000"
    },
    {
      "label": "Right bridge quantity, superstructure reinforcement steel",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "511-3000"
    },
    {
      "label": "Left bridge quantity, piling in place",
      "value": "2720",
      "unit": "LF",
      "appliesTo": "520-1125"
    },
    {
      "label": "Right bridge quantity, piling in place",
      "value": "2540",
      "unit": "LF",
      "appliesTo": "520-1125"
    },
    {
      "label": "Steel H pile designation",
      "value": "12 X 53",
      "unit": "",
      "appliesTo": "520-1125"
    },
    {
      "label": "Left bridge quantity, load test",
      "value": "1",
      "unit": "EA",
      "appliesTo": "520-4125"
    },
    {
      "label": "Right bridge quantity, load test",
      "value": "1",
      "unit": "EA",
      "appliesTo": "520-4125"
    },
    {
      "label": "Pile designation, load test",
      "value": "12 X 53",
      "unit": "",
      "appliesTo": "520-4125"
    },
    {
      "label": "Left bridge quantity, dynamic pile test",
      "value": "2",
      "unit": "EA",
      "appliesTo": "523-1100"
    },
    {
      "label": "Right bridge quantity, dynamic pile test",
      "value": "2",
      "unit": "EA",
      "appliesTo": "523-1100"
    },
    {
      "label": "Left bridge quantity, chain link fence",
      "value": "378",
      "unit": "LF",
      "appliesTo": "643-1152"
    },
    {
      "label": "Right bridge quantity, chain link fence",
      "value": "378",
      "unit": "LF",
      "appliesTo": "643-1152"
    },
    {
      "label": "Fence height",
      "value": "6",
      "unit": "FT",
      "appliesTo": "643-1152"
    },
    {
      "label": "Fence gauge",
      "value": "9",
      "unit": "GA",
      "appliesTo": "643-1152"
    }
  ],
  "notes": [],
  "labels": [
    "SUMMARY OF QUANTITIES",
    "PAY ITEM NUMBER",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "UNIT",
    "PAY ITEM"
  ],
  "description": "This crop is a Summary of Quantities table for left and right bridge work. It lists pay items, units, and quantities for excavation, concrete, barriers, PSC beams, reinforcing steel, steel H-pile work and testing, and chain link fence."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "chain link fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Specified as ZC COAT, 6FT, 9 GA."
    }
  ],
  "measurements": [
    {
      "label": "Fence height",
      "value": "6",
      "unit": "FT",
      "appliesTo": "chain link fence"
    },
    {
      "label": "Fence gauge",
      "value": "9",
      "unit": "GA",
      "appliesTo": "chain link fence"
    }
  ],
  "notes": [
    "CHAIN LINK FENCE - CHAIN LINK FENCE SHALL BE PAID FOR AS “LF CH LK FENCE, ZC COAT, 6FT, 9 GA.”"
  ],
  "labels": [],
  "description": "This crop contains a payment note for chain link fence. It specifies the pay description as LF CH LK FENCE, ZC COAT, 6FT, 9 GA."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified to meet ASTM A 709 GR 50."
    },
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for driving, pile lengths, vibration monitoring, fill settlement protection, and protective coating."
    },
    {
      "name": "Smooth dowel bars",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Placed in formed holes and grouted in place."
    },
    {
      "name": "Abutment soil reinforcing device inserts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Furnishing and installation included in overall bid."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Optional in lieu of concrete diaphragms shown in plans."
    },
    {
      "name": "Concrete diaphragms",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Shown in plans; steel diaphragms may be used in lieu of these."
    },
    {
      "name": "Beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for diaphragm design and shop drawings."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Standard plan modification and approach slab pavement are noted."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At end bent; to remain continuous around end post."
    },
    {
      "name": "End post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced at Bents 1 and 4."
    },
    {
      "name": "Grooved concrete deck",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Entire bridge length to be grooved transversely before placing traffic on deck."
    },
    {
      "name": "Chain link fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Pay item stated as “LF CH LK FENCE, ZC COAT, 6FT, 9 GA.”"
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To receive special protective coating with piles."
    }
  ],
  "measurements": [
    {
      "label": "Advance notice before driving piles",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Minimum pile freeze period",
      "value": "24 HOURS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Design gust wind speed",
      "value": "140MPH",
      "unit": "",
      "appliesTo": "Steel diaphragms"
    },
    {
      "label": "Expansion joint shown between approach slab and back face paving rest/end post",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Expansion joint at Bent 1 and 4",
      "value": "3/8\"",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Chain link fence height",
      "value": "6FT",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Chain link fence gauge",
      "value": "9 GA.",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Coating extent below ground for end bent piling",
      "value": "2FT",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Coating extent below ground for intermediate bent piling",
      "value": "5FT",
      "unit": "",
      "appliesTo": "Piles"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.",
    "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3” DIAMETER X 12” DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES.",
    "ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED.",
    "FILL SETTLEMENT - PROTECT PILES DRIVEN AT BENTS 1 AND 4 FROM NEGATIVE SKIN FRICTION WHEN USED IN CONJUNCTION WITH MECHANICALLY STABILIZED EARTH WALLS, SEE SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS. DRIVE PILES AT END BENTS BEFORE WALL LEVELING PADS ARE CONSTRUCTED.",
    "STEEL DIAPHRAGMS - AT CONTRACTOR’S OPTION, STEEL DIAPHRAGMS MAY BE USED IN LIEU OF THE CONCRETE DIAPHRAGMS SHOWN IN THE PLANS. AT A MINIMUM, STEEL DIAPHRAGMS ARE TO BE DESIGNED AT STRENGTH LIMIT STATE III WITH A THREE SECOND GUST WIND SPEED OF 140MPH APPLIED TO ONE HALF OF THE VERTICAL SURFACE AREA OF THE EXPOSED BEAM USING EXPOSURE CATEGORY D. CROSS FRAME CONFIGURATIONS SHALL HAVE A HORIZONTAL ANGLE OR CHANNEL AT EITHER THE TOP OR BOTTOM POSITION. STEEL DIAPHRAGMS SHALL BE MANUFACTURED BY A FABRICATOR LISTED ON QPL 60 PER SECTION 501 OR GREATER STEEL. ALL COMPONENTS OF THE STEEL DIAPHRAGMS SHALL BE GALVANIZED ACCORDING TO ASTM A 123. CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 (GRADE A325). NUTS SHALL CONFORM TO ASTM A563. WASHERS SHALL CONFORM TO ASTM F436. ALL HARDWARE SHALL BE GALVANIZED ACCORDING TO ASTM A153. STABILITY OF THE BEAMS AND STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE STEEL DIAPHRAGMS TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. THE USE OF STEEL DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR “LUMP-SUM” SUPERSTRUCTURE CONCRETE.”",
    "STANDARD PLAN MODIFICATION - MODIFY THE APPROACH SLAB STANDARD TO INCREASE THE 3/4” EXPANSION JOINT SHOWN BETWEEN THE APPROACH SLAB AND THE BACK FACE PAVING REST AND END POST TO 3/8” AT BENT 1 AND 4. KEEP THE EXPANSION JOINT AT END BENT CONTINUOUS AROUND END POST. INCLUDE COST OF JOINT IN APPROACH SLAB PAYMENT. SEE ROADWAY PLANS FOR APPROACH SLAB PAVEMENT.",
    "GROOVED CONCRETE - GROOVE THE ENTIRE LENGTH OF THE BRIDGE TRANSVERSELY AS PER SUB-SECTION 500.3.05.T.9.C. OF THE GEORGIA DOT SPECIFICATIONS. PROVIDE GROOVING BEFORE PLACING TRAFFIC ON DECK.",
    "CHAIN LINK FENCE - CHAIN LINK FENCE SHALL BE PAID FOR AS “LF CH LK FENCE, ZC COAT, 6FT, 9 GA.”",
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.",
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS. EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.",
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK."
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "BENT NUMBER",
    "PILE TIP",
    "provide table for 2' above estimated tip elevations"
  ],
  "description": "This crop is a continuation sheet of general bridge construction notes, covering piling, diaphragms, approach slabs, deck grooving, fence, welding, coatings, shop drawings, and incidental work. A partial table at the upper right is headed BENT NUMBER and PILE TIP; its visible entries are shown only as asterisks, and a green markup callout requests a table for estimated tip elevations."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "continuous sloping slab",
      "material": "concrete",
      "count": 1,
      "note": "Shown spanning across the girders."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Six girder cross sections are visible."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "continuous beam at deck edge",
      "material": "concrete",
      "count": 2,
      "note": "Called out to be poured flush with the outside face of beam."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "tapered parapet profile",
      "material": "",
      "count": 2,
      "note": "One is shown at each outer deck edge."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-404",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 8,
      "note": "AT EQUAL SPACES."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-509",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-508",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "supporting cap or diaphragm",
      "tag": "",
      "shape": "stepped continuous member",
      "material": "",
      "count": 1,
      "note": "Unlabeled member shown below the girder bearing locations."
    }
  ],
  "measurements": [
    {
      "label": "Typical deck thickness",
      "value": "8",
      "unit": "\"",
      "appliesTo": "deck slab"
    },
    {
      "label": "Bar offset",
      "value": "2",
      "unit": "\"",
      "appliesTo": "8-404"
    },
    {
      "label": "Bar offset",
      "value": "2",
      "unit": "\"",
      "appliesTo": "8-404"
    },
    {
      "label": "Deck slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "Form removal duration",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "Concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck"
    }
  ],
  "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."
  ],
  "labels": [
    "SECTION THRU DIAPHRAGM",
    "SECTION THRU EDGE BEAM",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows transverse bridge section information identified as sections through a diaphragm and through an edge beam. It depicts a sloped concrete deck over six I-girders, outer edge beams/barriers, reinforcement callouts, and notes concerning omitted bearing pads and edge-beam form removal."
}

{
  "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": "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": "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": "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": [
    {
      "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": "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."
}