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Abutment Wall

3 pages · 10 crops · ×15 · substructure

Matched toAbutment Stembridge.substructure.abutment_system.abutment_stemon “Abutment Wall”

1 derived · 4 not established
The class asks forValueHowFrom
LengthLwants m/mmnot establishedThe readings show bridge overall and span lengths, bridge widths, and a minimum 6'-0" distance from the B.F.P.R. reference to the wall, but do not state a length of an abutment wall itself. Bridge dimensions cannot be assigned as wall length.not found
Wall ThicknessT_wallwants m/mmnot establishedThe end-bent-and-wall sections identify the wall front face and coping, but no dimension is stated across the wall thickness. The 3'-0" and 2'-0" dimensions apply to the cap, not the wall.not found
HeightHwants m/mmnot establishedThe wall is shown continuing below crop limits in the end-bent-and-wall sections, and no vertical dimension is assigned to the wall. Cap dimensions and groundline elevation do not establish wall height.not found
Instance CountNwants count4 count2 WALL 1 instances + 2 WALL 2 instances = 4 abutment walls.The plan explicitly identifies WALL 1 with count 2 at the left ends of the two parallel bridges and WALL 2 with count 2 at the right ends of the two parallel bridges.derivedp1 · p01_r01 plan of twin bridges spanning railroad tracks
Concrete Gradefcknot establishedClass AA concrete quantities are stated for BENT 4 LT. and BENT 4 RT., not for the walls. No concrete grade is assigned to an abutment wall in the readings.not found

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

WallwallWALL NO. 1WALL NO. 2WALL 1WALL 2

Every dimension read for it14

  • 17+29.07Stationnot attributedp1 · p01_r01
  • 74'-7 15/16"dimensionnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
  • STA. 17+29.07stationnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
  • 22'-0"dimensionnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
  • 22'-0"dimensionnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
  • 5'-0"dimensionnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
  • 15'-0"dimensionnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
  • 6'-0" MIN.minimum horizontal distance from B.F.P.R. reference to wallnot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 2" MIN.minimum clearancenot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 1'-0"typical vertical dimensionnot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 2"clearance, 3 sidesnot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 1'-6"horizontal dimensionnot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 3'-0"partial dimension at left crop edgenot attributedp13 · p13_r06 schematic of cap coping and front face wall alignment
  • 6'-0" MIN.minimum distance from B.F.P.R. to wall/front referencenot attributedp17 · p17_r09 section through end bent cap wall and coping

Notes on the sheets that carry it

  • p1CHAIN LINK WIRE FENCE, TYP.
  • p1FRONT FACE OF WALL NO. 1
  • p1FRONT FACE OF WALL NO. 2
  • p1APPROXIMATE EXISTING GROUNDLINE
  • p1NOTES — partial note block visible at right edge; text is cut off and illegible in part.
  • p1TEMPORARY SHORING AS NECESSARY, TYP.
  • p1TO BE REMOVED
  • p1MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN
  • p1POINT OF MIN. VERT. CLEARANCE
  • p1FUTURE POINT OF MIN. VERT. CLEARANCE
  • p1EL.151.00, TYP.
  • p1FUTURE GROUNDLINE
  • p17PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.
  • p17ALL PILES SHALL BE STEEL H, HP 12 X 53.
  • p17ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED.

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

Page 1

crop

bridge_1

page 1 · bridge_1
Original
bridge_1
{
  "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."
}

bridge_1Elevation

  • abutment wallWALL NO. 1×1vertical wallFront face is called out.
  • abutment wallWALL NO. 2×1vertical wallFront face is called out.

192'-0" *** Total length of bridge55'-0" *** Span length82'-0" *** Span length55'-0" *** Span length151.00 Elevation

crop

p01_r01

page 1 · bridge_deck_and_bents_p01_r01
Original
p01_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck/bridge outline",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two parallel bridge outlines are shown; no deck material is stated."
    },
    {
      "name": "Bent",
      "tag": "BENT 1L",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": "B.F.P.R. BENT 1L is called out at the west end of the upper bridge."
    },
    {
      "name": "Bent",
      "tag": "BENT 2L",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 3L",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 4L",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": "B.F.P.R. BENT 4L is called out at the east end of the upper bridge."
    },
    {
      "name": "Bent",
      "tag": "BENT 1R",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": "B.F.P.R. BENT 1R is called out at the west end of the lower bridge."
    },
    {
      "name": "Bent",
      "tag": "BENT 2R",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 3R",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 4R",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": "B.F.P.R. BENT 4R is called out at the east end of the lower bridge."
    },
    {
      "name": "Wall",
      "tag": "WALL 1",
      "shape": "linear front face",
      "material": "",
      "count": null,
      "note": "Front face is indicated at the upper and lower left sides of the crop."
    },
    {
      "name": "Wall",
      "tag": "WALL 2",
      "shape": "linear front face",
      "material": "",
      "count": null,
      "note": "Front face is indicated at the upper and lower right sides of the crop."
    },
    {
      "name": "Existing railroad track",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Identified as Central of Georgia Railroad Company existing track."
    },
    {
      "name": "Future track",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Future access road",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Minimum dimension",
      "value": "12'-1\" MIN.",
      "unit": "",
      "appliesTo": "Central of Georgia Railroad Company existing track area"
    },
    {
      "label": "Dimension",
      "value": "74'-7 5/16\"",
      "unit": "",
      "appliesTo": "Upper bridge/track area"
    },
    {
      "label": "Bearing",
      "value": "N. 2°-23'-16.7\" E",
      "unit": "",
      "appliesTo": "Alignment marked AHEAD / TO PERKINS"
    },
    {
      "label": "Dimension",
      "value": "75'-10 15/16\"",
      "unit": "",
      "appliesTo": "Future track area"
    },
    {
      "label": "Dimension",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "Upper bridge point of minimum vertical clearance"
    },
    {
      "label": "Dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge point of minimum vertical clearance"
    },
    {
      "label": "Dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge point of minimum vertical clearance"
    },
    {
      "label": "Width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge, GUTTER TO GUTTER"
    },
    {
      "label": "Width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Upper bridge, OUT TO OUT"
    },
    {
      "label": "Width",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Upper bridge, TYP."
    },
    {
      "label": "Station",
      "value": "18+16.85",
      "unit": "",
      "appliesTo": "CL SR 21"
    },
    {
      "label": "Station",
      "value": "303+80.83",
      "unit": "",
      "appliesTo": "CL CENTRAL OF GEORGIA RAILROAD COMPANY"
    },
    {
      "label": "Station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "BRIDGE"
    },
    {
      "label": "Station",
      "value": "17+29.07",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Reference milepost",
      "value": "D-0080.54",
      "unit": "",
      "appliesTo": "RRMP"
    },
    {
      "label": "Bearing",
      "value": "N. 83°-43'-21.7\"",
      "unit": "",
      "appliesTo": "CL SR 21"
    },
    {
      "label": "Station",
      "value": "19+08.93",
      "unit": "",
      "appliesTo": "CL SR 21"
    },
    {
      "label": "Station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "END BRIDGE"
    },
    {
      "label": "Dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21/railroad crossing clearance area"
    },
    {
      "label": "Dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21/railroad crossing clearance area"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Lower bridge, TYP."
    },
    {
      "label": "Width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge, GUTTER TO GUTTER"
    },
    {
      "label": "Width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Lower bridge, OUT TO OUT"
    },
    {
      "label": "Dimension",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "Lower bridge point of minimum vertical clearance"
    },
    {
      "label": "Dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge point of minimum vertical clearance"
    },
    {
      "label": "Dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge point of minimum vertical clearance"
    },
    {
      "label": "Width",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Lower bridge, TYP."
    },
    {
      "label": "Dimension",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": "Minimum horizontal clearance area"
    },
    {
      "label": "Dimension",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": "Minimum horizontal clearance area"
    },
    {
      "label": "Dimension",
      "value": "25'-8\"",
      "unit": "",
      "appliesTo": "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN"
    },
    {
      "label": "Minimum dimension",
      "value": "14'-1\" MIN.",
      "unit": "",
      "appliesTo": "Lower-right clearance area"
    },
    {
      "label": "Dimension",
      "value": "36'-4\"",
      "unit": "",
      "appliesTo": "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN"
    },
    {
      "label": "Total length of bridge",
      "value": "192'-0\"",
      "unit": "",
      "appliesTo": "Bridge"
    },
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "Bridge"
    },
    {
      "label": "Span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "Bridge"
    },
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "Bridge"
    }
  ],
  "notes": [
    "TEMPORARY SHORING AS NECESSARY, TYP.",
    "TO BE REMOVED",
    "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN",
    "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN"
  ],
  "labels": [
    "PLAN",
    "℄ FUTURE ACCESS ROAD",
    "℄ FUTURE TRACK",
    "℄ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "POINT OF MIN. VERT. CLEARANCE",
    "FUTURE POINT OF MIN. VERT. CLEARANCE",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "TO US 25/SR 121",
    "TO GA HIGHWAY 23",
    "AHEAD",
    "TO PERKINS",
    "END BRIDGE",
    "N.",
    "LOCATION",
    "LEFT BRI"
  ],
  "description": "This crop is a plan view of two parallel, skewed bridge outlines crossing the Central of Georgia Railroad Company existing track and SR 21 alignment. It documents bent locations 1L through 4L and 1R through 4R, wall front-face references, bridge geometry, stations, skew angles, clearances, and overall/span lengths."
}

p01_r01Plan

  • WallWALL 1linear front faceFront face is indicated at the upper and lower left sides of the crop.
  • WallWALL 2linear front faceFront face is indicated at the upper and lower right sides of the crop.

12'-1" MIN. Minimum dimension74'-7 5/16" DimensionN. 2°-23'-16.7" E Bearing75'-10 15/16" Dimension1'-9 1/2" Dimension6'-0" Dimension6'-0" Dimension40'-0" Width+30 more

crop

p01_r01 plan of twin bridges spanning railroad tracks

page 1 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p01_r01_plan_of_twin_bridges_spanning_railroad_tracks
Original
p01_r01 plan of twin bridges spanning railroad tracks
{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge superstructure",
      "tag": "",
      "shape": "long rectangular plan outlines with skewed ends",
      "material": "",
      "count": 2,
      "note": "Upper and lower parallel bridge outlines are visible."
    },
    {
      "name": "wall",
      "tag": "WALL 1",
      "shape": "linear front face",
      "material": "",
      "count": 2,
      "note": "Front faces are shown at the left ends of the upper and lower bridge outlines."
    },
    {
      "name": "wall",
      "tag": "WALL 2",
      "shape": "linear front face",
      "material": "",
      "count": 2,
      "note": "Front faces are shown at the right ends of the upper and lower bridge outlines."
    },
    {
      "name": "bent",
      "tag": "BENT 1L",
      "shape": "skewed transverse support line",
      "material": "",
      "count": 1,
      "note": "Only the B.F.P.R. reference is shown."
    },
    {
      "name": "bent",
      "tag": "BENT 2L",
      "shape": "skewed transverse line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bent",
      "tag": "BENT 3L",
      "shape": "skewed transverse line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bent",
      "tag": "BENT 4L",
      "shape": "skewed transverse support line",
      "material": "",
      "count": 1,
      "note": "Only the B.F.P.R. reference is shown."
    },
    {
      "name": "bent",
      "tag": "BENT 1R",
      "shape": "skewed transverse support line",
      "material": "",
      "count": 1,
      "note": "Only the B.F.P.R. reference is shown."
    },
    {
      "name": "bent",
      "tag": "BENT 2R",
      "shape": "skewed transverse line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bent",
      "tag": "BENT 3R",
      "shape": "skewed transverse line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bent",
      "tag": "BENT 4R",
      "shape": "skewed transverse support line",
      "material": "",
      "count": 1,
      "note": "Only the B.F.P.R. reference is shown."
    },
    {
      "name": "railroad track",
      "tag": "CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Existing track crosses between the two bridge outlines."
    },
    {
      "name": "railroad track",
      "tag": "FUTURE TRACK",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Future track alignment is shown north of the existing track."
    }
  ],
  "measurements": [
    {
      "label": "minimum dimension",
      "value": "12'-1\"",
      "unit": "",
      "appliesTo": "C CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK"
    },
    {
      "label": "dimension",
      "value": "74'-7 15/16\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "75'-10 15/16\"",
      "unit": "",
      "appliesTo": "C FUTURE TRACK"
    },
    {
      "label": "bearing",
      "value": "N 22°-23'-16.7\" E",
      "unit": "",
      "appliesTo": "AHEAD TO PERKINS"
    },
    {
      "label": "minimum vertical clearance",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "upper bridge"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "upper bridge"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "upper bridge"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "upper bridge"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "upper bridge"
    },
    {
      "label": "dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "upper bridge"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4L"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 1R"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "PT#3"
    },
    {
      "label": "station",
      "value": "STA. 18+16.85",
      "unit": "",
      "appliesTo": "C SR 21"
    },
    {
      "label": "station",
      "value": "STA. 303+80.83",
      "unit": "",
      "appliesTo": "C CENTRAL OF GEORGIA RAILROAD COMPANY"
    },
    {
      "label": "begin bridge station",
      "value": "STA. 17+23.00",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "station",
      "value": "STA. 17+29.07",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "station",
      "value": "STA. 19+08.93",
      "unit": "",
      "appliesTo": "C SR 21"
    },
    {
      "label": "end bridge station",
      "value": "STA. 19+15.00",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "C SR 21"
    },
    {
      "label": "dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "minimum vertical clearance",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "lower bridge"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "lower bridge"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "lower bridge"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "lower bridge"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "lower bridge"
    },
    {
      "label": "dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "lower bridge"
    },
    {
      "label": "dimension",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "minimum horizontal clearance",
      "value": "25'-8\"",
      "unit": "",
      "appliesTo": "face of column"
    },
    {
      "label": "minimum horizontal clearance",
      "value": "36'-4\"",
      "unit": "",
      "appliesTo": "face of column"
    },
    {
      "label": "minimum dimension",
      "value": "14'-1\"",
      "unit": "",
      "appliesTo": "lower bridge"
    },
    {
      "label": "total length of bridge",
      "value": "192'-0\"",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "bridge length segment",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "bridge length segment",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "bridge length segment",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "bridge"
    }
  ],
  "notes": [
    "POINT OF MIN. VERT. CLEARANCE",
    "FUTURE POINT OF MIN. VERT. CLEARANCE",
    "TO BE REMOVED",
    "TEMPORARY SHORING AS NECESSARY, TYP.",
    "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN",
    "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN"
  ],
  "labels": [
    "PLAN",
    "C FUTURE ACCESS ROAD",
    "C FUTURE TRACK",
    "C CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "TO US 25/SR 121",
    "TO GA HIGHWAY 23",
    "TO PERKINS",
    "RMP D-0080.54",
    "PR R/W",
    "TO MILLEN"
  ],
  "description": "This crop is a plan view of two parallel bridge outlines crossing the Central of Georgia Railroad Company existing track, with a future track and future access-road alignment also shown. It identifies wall front faces, bent locations for the L and R bridge lines, bridge stations, skew angles, and clearance dimensions."
}

p01_r01 plan of twin bridges spanning railroad tracksPlan

  • wallWALL 1×2linear front faceFront faces are shown at the left ends of the upper and lower bridge outlines.
  • wallWALL 2×2linear front faceFront faces are shown at the right ends of the upper and lower bridge outlines.

12'-1" minimum dimension74'-7 15/16" dimension75'-10 15/16" dimensionN 22°-23'-16.7" E bearing1'-9 1/2" minimum vertical clearance40'-0" gutter to gutter43'-7" out to out6'-0" spacing+30 more

crop

p01_r08 elevation of bridge spans bents and wingwalls

page 1 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p01_r08_elevation_of_bridge_spans_bents_and_wingwalls
Original
p01_r08 elevation of bridge spans bents and wingwalls
{
  "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."
}

p01_r08 elevation of bridge spans bents and wingwallsElevation

  • wallWALL NO. 1×1verticalCallout identifies front face of wall.
  • wallWALL NO. 2×1verticalCallout identifies front face of wall.

192'-0" TOTAL LENGTH OF BRIDGE55'-0" span length82'-0" span length55'-0" span lengthEL.151.00 elevation

crop

p01_r09 elevation of bridge spans bents and pile bents

page 1 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p01_r09_elevation_of_bridge_spans_bents_and_pile_bents
Original
p01_r09 elevation of bridge spans bents and pile bents
{
  "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."
}

p01_r09 elevation of bridge spans bents and pile bentsElevation

  • wallWALL NO. 1×1verticalOnly the front face is identified.
  • wallWALL NO. 2×1verticalOnly the front face is identified.

192'-0" *** TOTAL LENGTH OF BRIDGE55'-0" ***82'-0" ***55'-0" ***151.00 EL.

Page 13

crop

p13_r06

page 13 · cap_coping_wingwall_p13_r06
Original
p13_r06
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP."
    },
    {
      "name": "vertical supports beneath cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Lower portions are interrupted by break symbols."
    },
    {
      "name": "tapered transition between cap and wall",
      "tag": "",
      "shape": "haunched/tapered",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Labeled COPING."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "vertical rectangular",
      "material": "",
      "count": 1,
      "note": "Front face is called out; wall continues below the crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "4-#10",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Shown only in the partial Section B-B at left."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "minimum clear cover",
      "value": "2\" MIN. CL.",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\" TYP.",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "minimum vertical dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\" CL. 3 SIDES",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Partial Section B-B at left"
    },
    {
      "label": "minimum horizontal dimension",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": "Cap-to-wall section"
    },
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum vertical dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Partial SECTION B-B"
    }
  ],
  "notes": [],
  "labels": [
    "B.F.P.R.",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "SECTION B-B (partial)",
    "FRONT FACE OF WALL"
  ],
  "description": "This crop shows a section titled SECTION AT END BENT AND WALL, with a rectangular cap, two partial vertical supports beneath it, a tapered transition, coping, and the front face of a wall. A partial adjacent Section B-B detail is visible at the left edge, including dimensions and reinforcement callouts."
}

p13_r06Section

  • wall×1vertical rectangularFront face is called out; wall continues below the crop.

3'-0" horizontal dimension2" MIN. CL. minimum clear cover1'-0" TYP. typical vertical dimension2'-0" MIN. minimum vertical dimension2" CL. 3 SIDES clear cover, 3 sides1'-6" horizontal dimension6'-0" MIN. minimum horizontal dimension3'-0" horizontal dimension+3 more

crop

p13_r06 schematic of cap coping and front face wall alignment

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r06_schematic_of_cap_coping_and_front_face_wall_alignment
Original
p13_r06 schematic of cap coping and front face wall alignment
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP; reinforcement lines are shown within the cap."
    },
    {
      "name": "vertical support members below cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Extend below the crop with a break line."
    },
    {
      "name": "connecting haunch or bracket between cap and wall",
      "tag": "",
      "shape": "tapered and stepped",
      "material": "",
      "count": 1,
      "note": "Connects the cap to the wall/coping assembly."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown at the top of the wall."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "vertical rectangular",
      "material": "",
      "count": 1,
      "note": "Front face is identified; wall continues below the crop with a break line."
    },
    {
      "name": "reinforcement bar",
      "tag": "",
      "shape": "bent bar lines",
      "material": "",
      "count": null,
      "note": "Reinforcement is diagrammatically shown inside the cap; no bar mark is legible in this portion."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal distance from B.F.P.R. reference to wall",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "cap width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "minimum cap height",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "minimum clearance",
      "value": "2\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "clearance, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial dimension at left crop edge",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    }
  ],
  "notes": [],
  "labels": [
    "B.F.P.R.",
    "SECTION B-B (partial)",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a cross section titled SECTION AT END BENT AND WALL. A cap supported by two vertical members is connected by a tapered/stepped section to a wall with coping; the front face of the wall is identified. A partial adjacent Section B-B is visible along the left edge of the crop."
}

p13_r06 schematic of cap coping and front face wall alignmentCross Section

  • wall×1vertical rectangularFront face is identified; wall continues below the crop with a break line.

6'-0" MIN. minimum horizontal distance from B.F.P.R. reference to wall3'-0" cap width2'-0" MIN. minimum cap height2" MIN. minimum clearance1'-0" typical vertical dimension2" clearance, 3 sides1'-6" horizontal dimension3'-0" partial dimension at left crop edge+1 more

Page 17

crop

p17_r09

page 17 · end_bent_wall_and_cap_p17_r09
Original
p17_r09
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with chamfered lower corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP."
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 2,
      "note": "Two piles are shown beneath the cap; note states all piles shall be steel H, HP 12 X 53."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall",
      "material": "",
      "count": 1,
      "note": "Callout identifies FRONT FACE OF WALL."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Callout identifies COPING at top of wall."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal dimension",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": "cap/wall section"
    },
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "minimum vertical dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "122",
      "unit": "",
      "appliesTo": "BENT 4L piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "144",
      "unit": "",
      "appliesTo": "BENT 4R piles"
    },
    {
      "label": "Class AA concrete quantity",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "Class AA concrete quantity",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 RT."
    },
    {
      "label": "bar reinforcing steel quantity",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "bar reinforcing steel quantity",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 RT."
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "B.F.P.R.",
    "C.L.",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 4 LT.",
    "BENT 4 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "FRONT FACE OF WALL"
  ],
  "description": "This crop shows a section at an end bent and wall, including a cap supported by two steel H-piles and a wall with coping. It also includes pile driving criteria and a substructure quantities table for Bent 4 left and right."
}

p17_r09Section

  • wall×1rectangular vertical wallCallout identifies FRONT FACE OF WALL.

6'-0" MIN. minimum horizontal dimension3'-0" horizontal dimension2'-0" MIN. minimum vertical dimension212 KIPS maximum factored axial load326 KIPS driving resistance122 minimum tip elevation144 minimum tip elevation12.0 CY Class AA concrete quantity+4 more

crop

p17_r09 section through end bent cap wall and coping

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r09_section_through_end_bent_cap_wall_and_coping
Original
p17_r09 section through end bent cap wall and coping
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "CAP",
      "shape": "rectangular with rounded corners",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "structural steel",
      "count": 2,
      "note": "Piles extend below the cap; lower portions are shown with break symbols."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall with haunched connection to cap",
      "material": "",
      "count": 1,
      "note": "Callout identifies the front face of wall."
    },
    {
      "name": "coping",
      "tag": "COPING",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "minimum distance from B.F.P.R. to wall/front reference",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "cap width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum cap depth",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    },
    {
      "label": "factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation at Bent 4L",
      "value": "122",
      "unit": "",
      "appliesTo": "BENT 4L"
    },
    {
      "label": "minimum tip elevation at Bent 4R",
      "value": "144",
      "unit": "",
      "appliesTo": "BENT 4R"
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 RT."
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "B.F.P.R.",
    "FRONT FACE OF WALL",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 4 LT.",
    "BENT 4 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL"
  ],
  "description": "This crop shows a section at an end bent and wall, including a cap supported on two steel H-piles and a wall with coping. It also includes pile driving criteria and a substructure quantity table for Bent 4 left and Bent 4 right."
}

p17_r09 section through end bent cap wall and copingSection

  • wall×1rectangular vertical wall with haunched connection to capCallout identifies the front face of wall.

6'-0" MIN. minimum distance from B.F.P.R. to wall/front reference3'-0" cap width2'-0" MIN. minimum cap depth3/4" = 1'-0" scale212 KIPS factored axial load326 KIPS pile driving resistance122 minimum tip elevation at Bent 4L144 minimum tip elevation at Bent 4R+4 more

crop

p17_r10 cross section of cap wall coping and piles

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r10_cross_section_of_cap_wall_coping_and_piles
Original
p17_r10 cross section of cap wall coping and piles
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with rounded lower corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP; shown at end bent."
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 x 53",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Piles are shown beneath the cap; drawing note states all piles shall be steel H, HP 12 x 53."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall with stepped/sloped transition to cap",
      "material": "",
      "count": 1,
      "note": "Front face of wall is called out."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown at top of wall."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal dimension",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": "section at end bent and wall"
    },
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "steel H-piles"
    },
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "all piles"
    },
    {
      "label": "minimum tip elevation at Bent 4L",
      "value": "122",
      "unit": "",
      "appliesTo": "Bent 4L piles"
    },
    {
      "label": "minimum tip elevation at Bent 4R",
      "value": "144",
      "unit": "",
      "appliesTo": "Bent 4R piles"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 4 LT.",
    "BENT 4"
  ],
  "description": "This crop shows a section at an end bent and adjacent wall, including the cap, supporting steel H-piles, wall face, and coping. It also includes pile design and driving-objective notes and the upper portion of a substructure quantities table."
}

p17_r10 cross section of cap wall coping and pilesSection

  • wall×1rectangular vertical wall with stepped/sloped transition to capFront face of wall is called out.

6'-0" MIN. minimum horizontal dimension3'-0" horizontal dimension212 KIPS maximum factored axial loadHP 12 X 53 pile designation326 KIPS driving resistance122 minimum tip elevation at Bent 4L144 minimum tip elevation at Bent 4R3/4" = 1'-0" scale