Drawing to BOQpipeline control sheet
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Endfill

2 pages · 3 crops · ×4 · earthwork

Matched toApproach Embankmentbridge.approach_earthwork_system.embankmentcheckon “fill at end of bridge”

1 read off the drawings · 3 not established
The class asks forValueHowFrom
LengthLwants m/mmnot establishedThe readings establish control offsets within the endfill control diagram, but do not establish the Endfill item's required overall length or clearly identify the reference lines as the Endfill's endpoints.not found
Cross-sectional AreaAwants m2/mm2not establishedAlthough a sloped/benched profile is shown, the readings do not establish all section boundaries and widths needed for an honest cross-sectional-area calculation.not found
Material TypeMATnot establishedThe material fields for Endfill are blank, and the cited standard-detail reference is not itself a material specification in the supplied readings.not found
SlopeSLOPEwants ratio/percent1:2 ratioThe endfill control diagram directly states slope values "1" and "2" and describes these as a 1-to-2 slope indication.The slope measurements explicitly apply to the endfill slope.readp1 · p01_r03 endfill control diagram

Worked out by openai/gpt-5.6-terra-pro from the readings below, which are the source. A derived value shows its arithmetic — check it against the drawing before it is priced.

How the sheets named it

Endfill control pointendfill control pointfill at end of bridge

Notes on the sheets that carry it

  • p1TOP OF HIGH RAIL, TYP.
  • p1ENDFILL CONTROL POINT, TYP.
  • p1* NORMAL TO RR ℄
  • 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

page 1 · endfill_rail_embankment_p01_r03
Original
p01_r03
{
  "view": "Detail",
  "objects": [
    {
      "name": "Future track",
      "tag": "",
      "shape": "linear track with two rail symbols shown",
      "material": "",
      "count": 1,
      "note": "Identified by centerline label."
    },
    {
      "name": "Endfill",
      "tag": "",
      "shape": "irregular trapezoidal/benched embankment profile with sloping sides",
      "material": "",
      "count": 1,
      "note": "Profile shown beneath the top-of-high-rail line."
    },
    {
      "name": "Endfill control point",
      "tag": "",
      "shape": "point",
      "material": "",
      "count": 1,
      "note": "One typical control point is called out in this crop."
    }
  ],
  "measurements": [
    {
      "label": "Horizontal distance from future track centerline to first indicated vertical reference line",
      "value": "15’-0”",
      "unit": "",
      "appliesTo": "Future track / endfill control diagram"
    },
    {
      "label": "Horizontal spacing between indicated vertical reference lines",
      "value": "4’-0”",
      "unit": "",
      "appliesTo": "Endfill control diagram"
    },
    {
      "label": "Horizontal spacing between indicated vertical reference lines",
      "value": "2’-0”",
      "unit": "",
      "appliesTo": "Endfill control diagram"
    },
    {
      "label": "Vertical dimension",
      "value": "4’-9”",
      "unit": "",
      "appliesTo": "Endfill control diagram"
    }
  ],
  "notes": [
    "TOP OF HIGH RAIL, TYP.",
    "ENDFILL CONTROL POINT, TYP.",
    "* NORMAL TO RR ℄"
  ],
  "labels": [
    "℄ FUTURE TRACK",
    "ENDFILL CONTROL DIAGRAM",
    "NO SCALE"
  ],
  "description": "This crop is an endfill control diagram, shown as a schematic profile relative to the future track centerline and top of high rail. It documents a sloped and benched endfill profile, typical control-point location, and associated horizontal and vertical control dimensions."
}

p01_r03Detail

  • Endfill×1irregular trapezoidal/benched embankment profile with sloping sidesProfile shown beneath the top-of-high-rail line.
  • Endfill control point×1pointOne typical control point is called out in this crop.

15’-0” Horizontal distance from future track centerline to first indicated vertical reference line4’-0” Horizontal spacing between indicated vertical reference lines2’-0” Horizontal spacing between indicated vertical reference lines4’-9” Vertical dimension

crop

p01_r03 endfill control diagram

page 1 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p01_r03_endfill_control_diagram
Original
p01_r03 endfill control diagram
{
  "view": "Detail",
  "objects": [
    {
      "name": "endfill",
      "tag": "",
      "shape": "sloped wedge/profile",
      "material": "",
      "count": 1,
      "note": "Endfill profile is shown at the control point."
    },
    {
      "name": "endfill control point",
      "tag": "",
      "shape": "point",
      "material": "",
      "count": 1,
      "note": "Called out as typical."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": "endfill control diagram"
    },
    {
      "label": "horizontal dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "endfill control diagram"
    },
    {
      "label": "horizontal dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "endfill control diagram"
    },
    {
      "label": "vertical dimension",
      "value": "4'-9\"",
      "unit": "",
      "appliesTo": "endfill control diagram"
    },
    {
      "label": "slope",
      "value": "1",
      "unit": "",
      "appliesTo": "endfill slope"
    },
    {
      "label": "slope",
      "value": "2",
      "unit": "",
      "appliesTo": "endfill slope"
    }
  ],
  "notes": [
    "TOP OF HIGH RAIL, TYP.",
    "ENDFILL CONTROL POINT, TYP.",
    "* NORMAL TO RR ℄"
  ],
  "labels": [
    "℄ FUTURE TRACK",
    "ENDFILL CONTROL DIAGRAM",
    "NO SCALE"
  ],
  "description": "This crop is an endfill control diagram, shown with a future-track centerline/reference and a typical endfill control point. It documents the endfill profile geometry relative to the top of high rail, including horizontal and vertical dimensions and a 1-to-2 slope indication."
}

p01_r03 endfill control diagramDetail

  • endfill×1sloped wedge/profileEndfill profile is shown at the control point.
  • endfill control point×1pointCalled out as typical.

15'-0" horizontal dimension4'-0" horizontal dimension2'-0" horizontal dimension4'-9" vertical dimension1 slope2 slope

Page 2

crop

p02_r01 typical fill detail at end of bridge ga

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r01_typical_fill_detail_at_end_of_bridge_ga
Original
p02_r01 typical fill detail at end of bridge ga
{
  "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."
}

p02_r01 typical fill detail at end of bridge gaNotes

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

55'-0" PSC beam span length82'-0" PSC beam span length4'-3" Length1'-1" Width3'-6" Height4'-6" Length1'-1" Width3'-6" Height