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Endfill

2 pages · 4 crops · ×4 · earthwork

Matched toApproach Embankmentbridge.approach_earthwork_system.embankmenton “Endfill”

0 of 3 required measurements have a number

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The class asks forUnitA reading with that nameFrom
LengthLm/mmno reading by that name
Cross-sectional AreaAm2/mm2no reading by that name
Material TypeMAT—no reading by that name
SlopeSLOPEoptionalratio/percentno reading by that name

Paired on the measurement’s name only, which cannot know that three span lengths sum to the deck length. Step 3 works these out properly for every item it matches — reading every crop behind the item, deriving what the drawings imply and showing its arithmetic. This item has not had that pass yet; the button runs it for this one.

How the sheets named it

Endfill control pointEndfill slope / embankmentEndfill slopefill detail at end of bridge

Every dimension read for it3

  • 15'-0" ft-inDistance from Ç Future Track to first dimension linenot attributedp1 · p01_r03
  • 4'-0" ft-inHorizontal offset dimensionnot attributedp1 · p01_r03
  • 2'-0" ft-inHorizontal offset dimensionnot attributedp1 · p01_r03

Notes on the sheets that carry it

  • p1TOP OF HIGH RAIL, TYP.
  • p1ENDFILL CONTROL POINT, TYP.
  • p1* NORMAL TO RR ℄
  • p1NO SCALE
  • p1Ç FUTURE TRACK
  • p22 - 55'-0" AASHTO TYPE II PSC BEAM SPANS --- SPECIAL DESIGN
  • p21 - 82'-0" AASHTO TYPE III PSC BEAM SPAN --- SPECIAL DESIGN
  • p22 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS --- SPECIAL DESIGN
  • p22 - CONCRETE INTERMEDIATE BENTS --- SPECIAL DESIGN
  • p24 - END POST AND GUARDRAIL ATTACHMENT DETAIL --- GA. STD. 3054 (9-30-02)
  • p2(L = 4'-3"; W = 1'-1"; H = 3'-6")
  • p2(L = 4'-6"; W = 1'-1"; H = 3'-6")
  • p2BAR BENDING DETAILS --- GA. STD. 3901 (8-69)
  • p2CHAIN LINK WIRE FENCE --- GA. STD. 9031N (8-13-85)
  • p2TYPICAL FILL DETAIL AT END OF BRIDGE --- GA. STD. 9037 (9-99)

Every crop it was read in — the drawing beside what the model took off it

Page 1

crop

p01_r03 endfill control diagram

page 1 · gdot_plan_649084f395824aaebf1f5ed48132696f_p01_r03_endfill_control_diagram
Original
p01_r03 endfill control diagram
{
  "view": "Detail",
  "objects": [
    {
      "name": "Railroad track (future)",
      "tag": "",
      "shape": "linear",
      "material": "steel rail",
      "count": 1,
      "note": "Shown schematically with rail ties, labeled as centerline of future track"
    },
    {
      "name": "Endfill slope / embankment",
      "tag": "",
      "shape": "trapezoidal cross-section",
      "material": "earth fill",
      "count": 1,
      "note": "Diagram shows a ditch/slope profile from track down to endfill control point"
    },
    {
      "name": "Endfill control point",
      "tag": "",
      "shape": "point (line intersection)",
      "material": "",
      "count": 1,
      "note": "Typical point marking slope control, referenced 'TYP.'"
    }
  ],
  "measurements": [
    {
      "label": "Distance from centerline future track to first dimension line",
      "value": "15'-0\"",
      "unit": "ft-in",
      "appliesTo": "centerline future track offset"
    },
    {
      "label": "Second horizontal segment width",
      "value": "4'-0\"",
      "unit": "ft-in",
      "appliesTo": "endfill diagram"
    },
    {
      "label": "Third horizontal segment width",
      "value": "2'-0\"",
      "unit": "ft-in",
      "appliesTo": "endfill diagram"
    },
    {
      "label": "Vertical drop to top of high rail reference",
      "value": "4'-9\"",
      "unit": "ft-in",
      "appliesTo": "top of high rail, typical"
    },
    {
      "label": "Slope ratio",
      "value": "1:2",
      "unit": "",
      "appliesTo": "endfill slope, normal to RR centerline"
    }
  ],
  "notes": [
    "TOP OF HIGH RAIL, TYP.",
    "ENDFILL CONTROL POINT, TYP.",
    "* NORMAL TO RR ℄",
    "NO SCALE"
  ],
  "labels": [
    "ENDFILL CONTROL DIAGRAM",
    "℄ FUTURE TRACK"
  ],
  "description": "This crop is a schematic detail titled 'ENDFILL CONTROL DIAGRAM' (No Scale) showing a cross-sectional profile of a railroad embankment endfill slope relative to a future track centerline. It provides horizontal offset dimensions (15'-0\", 4'-0\", 2'-0\") from the track centerline, a vertical drop dimension (4'-9\") to the top of high rail, and a slope ratio (1:2) at the endfill control point, used to define grading limits near the track."
}

p01_r03 endfill control diagramDetail

  • Endfill slope / embankment×1trapezoidal cross-sectionearth fillDiagram shows a ditch/slope profile from track down to endfill control point
  • Endfill control point×1point (line intersection)Typical point marking slope control, referenced 'TYP.'

15'-0" ft-in Distance from centerline future track to first dimension line4'-0" ft-in Second horizontal segment width2'-0" ft-in Third horizontal segment width4'-9" ft-in Vertical drop to top of high rail reference1:2 Slope ratio

crop

p01_r03

page 1 · other_p01_r03
Original
p01_r03
{
  "view": "Detail",
  "objects": [
    {
      "name": "Rail track",
      "tag": "",
      "shape": "linear",
      "material": "steel",
      "count": 2,
      "note": "Shown schematically as rail with tie plates near future track centerline"
    },
    {
      "name": "Endfill slope",
      "tag": "",
      "shape": "tapered/sloped embankment",
      "material": "",
      "count": 1,
      "note": "Sloped fill from top of high rail down to endfill control point at 1:2 slope"
    },
    {
      "name": "Endfill control point",
      "tag": "",
      "shape": "point",
      "material": "",
      "count": 1,
      "note": "Marks toe/edge of endfill slope, typical"
    }
  ],
  "measurements": [
    {
      "label": "Distance from Ç Future Track to first dimension line",
      "value": "15'-0\"",
      "unit": "ft-in",
      "appliesTo": ""
    },
    {
      "label": "Horizontal offset dimension",
      "value": "4'-0\"",
      "unit": "ft-in",
      "appliesTo": ""
    },
    {
      "label": "Horizontal offset dimension",
      "value": "2'-0\"",
      "unit": "ft-in",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension to top of high rail, typical",
      "value": "4'-9\"",
      "unit": "ft-in",
      "appliesTo": "Top of high rail"
    },
    {
      "label": "Slope ratio",
      "value": "1:2",
      "unit": "",
      "appliesTo": "Endfill slope, normal to RR Ç"
    }
  ],
  "notes": [
    "Ç FUTURE TRACK",
    "TOP OF HIGH RAIL, TYP.",
    "ENDFILL CONTROL POINT, TYP.",
    "* NORMAL TO RR Ç"
  ],
  "labels": [
    "ENDFILL CONTROL DIAGRAM",
    "NO SCALE"
  ],
  "description": "This crop is a schematic detail titled 'ENDFILL CONTROL DIAGRAM' (No Scale) showing a cross-sectional profile of a railroad track embankment relative to the future track centerline. It defines horizontal offsets (15'-0\", 4'-0\", 2'-0\") from the future track centerline, a vertical dimension (4'-9\") to the top of high rail, and a 1:2 slope (normal to the RR centerline) down to an endfill control point, used to establish geometric control for endfill construction near the tracks."
}

p01_r03Detail

  • Endfill slope×1tapered/sloped embankmentSloped fill from top of high rail down to endfill control point at 1:2 slope
  • Endfill control point×1pointMarks toe/edge of endfill slope, typical

15'-0" ft-in Distance from Ç Future Track to first dimension line4'-0" ft-in Horizontal offset dimension2'-0" ft-in Horizontal offset dimension4'-9" ft-in Vertical dimension to top of high rail, typical1:2 Slope ratio

Page 2

crop

p02_r02 typical fill detail at end of bridge ga

page 2 · gdot_plan_649084f395824aaebf1f5ed48132696f_p02_r02_typical_fill_detail_at_end_of_bridge_ga
Original
p02_r02 typical fill detail at end of bridge ga
{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam span",
      "tag": "",
      "shape": "AASHTO Type II I-girder",
      "material": "precast concrete",
      "count": 2,
      "note": "55'-0\" spans, special design"
    },
    {
      "name": "PSC beam span",
      "tag": "",
      "shape": "AASHTO Type III I-girder",
      "material": "precast concrete",
      "count": 1,
      "note": "82'-0\" span, special design"
    },
    {
      "name": "end bent",
      "tag": "",
      "shape": "H-section piles",
      "material": "structural steel piles / MSE wall abutment",
      "count": 2,
      "note": "Steel H pile end bents with MSE wall abutments, special design"
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design"
    },
    {
      "name": "end post and guardrail attachment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Per GA. STD. 3054 (9-30-02); two size variants listed"
    },
    {
      "name": "bar bending detail reference",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Reference to GA. STD. 3901 (8-69)"
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Per GA. STD. 9031N (8-13-85)"
    },
    {
      "name": "fill detail at end of bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Per GA. STD. 9037 (9-99)"
    }
  ],
  "measurements": [
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam span"
    },
    {
      "label": "Span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "Length",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 1)"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 1)"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 1)"
    },
    {
      "label": "Length",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 2)"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 2)"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 2)"
    }
  ],
  "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 notes block titled 'EACH BRIDGE CONSISTS OF' summarizing the structural components of each bridge: PSC beam spans (AASHTO Type II and III), steel H pile end bents with MSE wall abutments, concrete intermediate bents, and various standard details (end post/guardrail attachment, bar bending, chain link fence, and fill detail at bridge end), each referencing Georgia DOT standard drawing numbers and dates. It provides a general bill-of-materials-style listing rather than a plan or elevation view."
}

p02_r02 typical fill detail at end of bridge gaNotes

  • fill detail at end of bridgePer GA. STD. 9037 (9-99)

55'-0" Span length82'-0" Span length4'-3" Length1'-1" Width3'-6" Height4'-6" Length1'-1" Width3'-6" Height

crop

p02_r02

page 2 · other_p02_r02
Original
p02_r02
{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam span",
      "tag": "",
      "shape": "AASHTO Type II",
      "material": "precast concrete",
      "count": 2,
      "note": "55'-0\" span length, special design"
    },
    {
      "name": "PSC beam span",
      "tag": "",
      "shape": "AASHTO Type III",
      "material": "precast concrete",
      "count": 1,
      "note": "82'-0\" span length, special design"
    },
    {
      "name": "end bent",
      "tag": "",
      "shape": "",
      "material": "structural steel (H piles), MSE wall abutments",
      "count": 2,
      "note": "steel H pile end bents with MSE wall abutments, special design"
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": 2,
      "note": "special design"
    },
    {
      "name": "end post and guardrail attachment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "per GA. STD. 3054 (9-30-02); two size variants listed with L, W, H dimensions"
    },
    {
      "name": "reinforcing bar bending detail",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "per GA. STD. 3901 (8-69)"
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "per GA. STD. 9031N (8-13-85)"
    },
    {
      "name": "fill detail at end of bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "typical detail per GA. STD. 9037 (9-99)"
    }
  ],
  "measurements": [
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "AASHTO Type II PSC beam spans"
    },
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "ft-in",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "end post/guardrail attachment dimension L",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 1)"
    },
    {
      "label": "end post/guardrail attachment dimension W",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 1)"
    },
    {
      "label": "end post/guardrail attachment dimension H",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 1)"
    },
    {
      "label": "end post/guardrail attachment dimension L",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 2)"
    },
    {
      "label": "end post/guardrail attachment dimension W",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 2)"
    },
    {
      "label": "end post/guardrail attachment dimension H",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 2)"
    }
  ],
  "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 summary notes block titled 'EACH BRIDGE CONSISTS OF' listing the components that make up the bridge structure: PSC beam spans (2 at 55'-0\" AASHTO Type II, 1 at 82'-0\" AASHTO Type III), steel H pile end bents with MSE wall abutments, concrete intermediate bents, end post/guardrail attachment details with dimensions, and references to standard details (bar bending, chain link fence, fill detail) with their GDOT standard drawing numbers and revision dates. It functions as an itemized structural inventory rather than a plan or section view."
}

p02_r02Notes

  • fill detail at end of bridgetypical detail per GA. STD. 9037 (9-99)

55'-0" ft-in span length82'-0" ft-in span length4'-3" ft-in end post/guardrail attachment dimension L1'-1" ft-in end post/guardrail attachment dimension W3'-6" ft-in end post/guardrail attachment dimension H4'-6" ft-in end post/guardrail attachment dimension L1'-1" ft-in end post/guardrail attachment dimension W3'-6" ft-in end post/guardrail attachment dimension H