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Footing

5 pages · 21 crops · ×44 · foundation

Matched toPile Capbridge.foundation_system.deep_foundation.pile_capcheckon “Pile cap/footing

2 of 6 required measurements have a number

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The class asks forUnitA reading with that nameFrom
LengthLm/mm13'-0"p16 · p16_r02
WidthWm/mm13'-0"p16 · p16_r02
ThicknessTm/mmno reading by that name
Instance CountNcountno reading by that name
Concrete Gradefckno reading by that name
Top LevelTOLmno 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

pedestal footingpile cap/footingConcrete cap/footing sectionPile cap / footingBent cap/FootingFOOTING PLAN - BENT 3BENT 2Bent 3FOOTING 1FOOTING 2FOOTING 3FOOTING 4BENT 4 LEFTBENT 4 RIGHTFooting 1Footing 2Footing 3Footing 4Bent 4 LeftBent 4 Right

Every dimension read for it12

  • 2'-0" ft-inQuantity basis addition to plan footing dimensionsp2 · p02_r17 notes
  • 16-920 AT EQ. SPS.Footing bar countp14 · p14_r02 title block
  • 12-420 AT EQ. SPS.Footing bar countp14 · p14_r02 title block
  • 151.00 ft, TYP.Elevation footing bottomp14 · p14_r02
  • 3/8" = 1'-0"scalep16 · p16_r02 footing plan bent 3
  • 13'-0"Footing overall widthp16 · p16_r02
  • 13'-0"Footing overall lengthp16 · p16_r02
  • 1'-3"Edge distancep16 · p16_r02
  • 5'-3"Pile spacingp16 · p16_r02
  • 3/8" = 1'-0"Scalep16 · p16_r02
  • 11'-6" ft-inOverall widthp16 · p16_r05
  • 11'-6" ft-inOverall lengthp16 · p16_r05

Notes on the sheets that carry it

  • p2FOUNDATION BACKFILL MATERIAL - PLACE 1'-0" OF TYPE II FOUNDATION BACKFILL MATERIAL UNDER EACH FOOTING AT BENTS 2, AND. THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2'-0". USE OF THIS MATERIAL MAY BE ELIMINATED BY THE ENGINEER IF THE FOOTING AREA IS DRY.
  • p2PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS.
  • p2SPECIAL 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.
  • p2EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING.
  • p2EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.
  • p14SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.
  • p14BARS 422 NOT SHOWN.
  • p14EXTEND BARS 1121A 3'-6" INTO CAP.
  • p14REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
  • p14MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511
  • p14PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.
  • p14ALL PILES SHALL BE STEEL H, HP 12 X 53.
  • p14PLAN DRIVING OBJECTIVE: ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED.
  • p14ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED.
  • p162" MIN. CL., TYP.
  • p162" CL., 3 SIDES
  • p165-414 EA. FACE AT EQ. SPS.
  • p165-444 EA. FACE AT EQ. SPS.
  • p16AHEAD (direction arrow in footing plan)
  • p165-422 OR 5-432 EACH FACE
  • p162-520 OR 2-530
  • p168-1121 OR 8-1131
  • p1644-421 OR 44-431
  • p16522 OR 532
  • p168-1123 OR 8-1133
  • p172" MIN. CL.
  • p171'-0" TYP.
  • p172'-0" MIN.
  • p18THIS "AS-BUILT FOUNDATION INFORMATION" SHEET SHALL BE FILLED IN BY THE PROJECT ENGINEER AND THE COMPLETED PDF FORWARDED TO BRIDGEOFFICE@DOT.GA.GOV AFTER INSTALLATION OF ALL PILES AND FOOTINGS FOR POSTING TO THE PLANS AS A PERMANENT RECORD OF THE BRIDGE CONSTRUCTION.

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

Page 2

crop

p02_r17 notes

page 2 · gdot_plan_649084f395824aaebf1f5ed48132696f_p02_r17_notes
Original
p02_r17 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced at Bents 2 and (an unreadable additional bent number) as location for foundation backfill placement"
    }
  ],
  "measurements": [
    {
      "label": "Foundation backfill material thickness",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "footing at Bents"
    },
    {
      "label": "Quantity basis addition to plan footing dimensions",
      "value": "2'-0\"",
      "unit": "ft-in",
      "appliesTo": "footing"
    }
  ],
  "notes": [
    "FOUNDATION BACKFILL MATERIAL - PLACE 1'-0\" OF TYPE II FOUNDATION BACKFILL MATERIAL UNDER EACH FOOTING AT BENTS 2, AND. THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2'-0\". USE OF THIS MATERIAL MAY BE ELIMINATED BY THE ENGINEER IF THE FOOTING AREA IS DRY.",
    "PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS."
  ],
  "labels": [],
  "description": "This crop is a block of general construction notes, not a graphical view, addressing foundation backfill material requirements under footings at specified bents and referencing pile driving objectives found in substructure details elsewhere in the drawing set. No plan, section, or schedule graphics are present in this crop."
}

p02_r17 notesNotes

  • footingReferenced at Bents 2 and (an unreadable additional bent number) as location for foundation backfill placement

1'-0" ft-in Foundation backfill material thickness2'-0" ft-in Quantity basis addition to plan footing dimensions

crop

p02_r16

page 2 · other_p02_r16
Original
p02_r16
{
  "view": "Notes",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in note regarding protective coating; end bent and intermediate bent piling"
    },
    {
      "name": "swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as receiving special protective coating along with piles"
    },
    {
      "name": "bent cap",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as 'cap' from which coating extent is measured"
    },
    {
      "name": "pedestal footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as alternate reference point for coating extent"
    }
  ],
  "measurements": [
    {
      "label": "Coating extension",
      "value": "2",
      "unit": "FT",
      "appliesTo": "end bent piling - below ground"
    },
    {
      "label": "Coating extension",
      "value": "5",
      "unit": "FT",
      "appliesTo": "intermediate bent piling - below ground"
    }
  ],
  "notes": [
    "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."
  ],
  "labels": [],
  "description": "This crop contains a single block of general construction notes specifying the special protective coating requirements for piles and swaybracing, referencing Georgia DOT specification sections 520 and 535. It defines the vertical extent of coating application for both end bent and intermediate bent piling relative to ground level and structural elements like the cap or pedestal footing. No graphical elements, dimensions drawings, or schedules are present in this crop."
}

p02_r16Notes

  • pedestal footingReferenced as alternate reference point for coating extent

2 FT Coating extension5 FT Coating extension

Page 14

crop

p14_r02 title block

page 14 · gdot_plan_649084f395824aaebf1f5ed48132696f_p14_r02_title_block
Original
p14_r02 title block
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 2",
      "shape": "rectangular, slightly tapered top",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Left bent cap shown in full elevation; right bent cap shown partially cropped at right edge of sheet"
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "circular (in plan, shown as rectangular elevation)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Centerline column 1 labeled with section cut C"
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "circular (in plan, shown as rectangular elevation)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Centerline column 2 shown; additional partial column visible on right side of crop"
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular/square (11'-6\" SQUARE TYP.)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing shown fully under left bent, another partially under right bent"
    },
    {
      "name": "pile",
      "tag": "HP12X53",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "Referenced in pile connection detail and general notes; not directly drawn in elevation view"
    },
    {
      "name": "reinforcement bar",
      "tag": "620/621",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Vertical column bars, various spacing callouts (14-620 AT 6\" MAX, 9-620 AT 12\" MAX, 7-620 AT 12\" MAX, etc.)"
    },
    {
      "name": "reinforcement bar",
      "tag": "521/522",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Cap top/bottom bars (12-521, 25-521, 14-522 DBL)"
    },
    {
      "name": "reinforcement bar",
      "tag": "1121/1121A/1120 SERIES",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Column longitudinal/tie bars; note 3 states extend bars 1121A 3'-6\" into cap"
    },
    {
      "name": "reinforcement bar",
      "tag": "420/920",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Footing bars, 12-420 AT EQ.SPS. and 16-920 AT EQ.SPS."
    },
    {
      "name": "reinforcement bar",
      "tag": "422",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Bar 422 not shown per note 2"
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical coupler location noted, see Special Provision 511"
    },
    {
      "name": "pile connection detail",
      "tag": "",
      "shape": "H-section pile with #8 bar hoops",
      "material": "structural steel / reinforced steel",
      "count": 1,
      "note": "Detail showing H-pile with 2\" diameter holes, #8 bar bent at 30°, no scale"
    }
  ],
  "measurements": [
    {
      "label": "Bent cap top elevation",
      "value": "185.78",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.23",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.96",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.41",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.10",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.55",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.24",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.70",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.38",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.84",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.49",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.93",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Cap length",
      "value": "44-421 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "cap top reinforcement spacing"
    },
    {
      "label": "Bar spacing",
      "value": "8-1122",
      "unit": "",
      "appliesTo": "cap bars"
    },
    {
      "label": "Bar spacing",
      "value": "2-520",
      "unit": "",
      "appliesTo": "cap bars"
    },
    {
      "label": "Cap depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "cap, MIN"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.25",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.11",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.32",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.73",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.80",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.93",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Column tie spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "column ties, 12-521"
    },
    {
      "label": "Column bar count",
      "value": "14-620",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "14-621",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "9-620",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "9-621",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "7-620",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "7-621",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "14-620",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX (lower)"
    },
    {
      "label": "Column bar count",
      "value": "14-621",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX (lower)"
    },
    {
      "label": "Spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "14-522 DBL bars"
    },
    {
      "label": "Bar spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "cap bottom bars"
    },
    {
      "label": "Length",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "cap span between columns"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "cap end overhang, both sides"
    },
    {
      "label": "Dimension",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "cap edge clearance"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bar spacing offset"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bar spacing"
    },
    {
      "label": "Column height dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "column upper segment"
    },
    {
      "label": "Column height dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "column top segment"
    },
    {
      "label": "Column height dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "column mid segment, Column 2"
    },
    {
      "label": "Distance",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler location"
    },
    {
      "label": "Distance",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler location"
    },
    {
      "label": "Distance",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler location (second)"
    },
    {
      "label": "Footing elevation",
      "value": "151.00",
      "unit": "ft",
      "appliesTo": "footing top, TYP."
    },
    {
      "label": "Footing bar count",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Cover",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "footing, CL. TYP."
    },
    {
      "label": "Footing size",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing, SQUARE TYP."
    },
    {
      "label": "Footing depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing, TYP."
    },
    {
      "label": "Dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing top width segment TYP."
    },
    {
      "label": "Dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "footing top width segment TYP."
    },
    {
      "label": "Dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "footing edge TYP."
    },
    {
      "label": "Footing bar count",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Column bar series",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "Column 1/2"
    },
    {
      "label": "Column bar series",
      "value": "12-1120 SERIES",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Right bent cap elevation",
      "value": "186.42",
      "unit": "ft",
      "appliesTo": "right partial bent, cap (BK)"
    },
    {
      "label": "Right bent cap elevation",
      "value": "185.84",
      "unit": "ft",
      "appliesTo": "right partial bent, cap (AH)"
    },
    {
      "label": "Right bent cap bottom elevation",
      "value": "181.84",
      "unit": "ft",
      "appliesTo": "right partial bent cap bottom"
    },
    {
      "label": "Right bent cap bottom elevation",
      "value": "181.68",
      "unit": "ft",
      "appliesTo": "right partial bent cap bottom"
    },
    {
      "label": "Right bent tie spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "right bent column, 12-521"
    },
    {
      "label": "Right bent dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "right bent cap overhang"
    },
    {
      "label": "Right bent bar series",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "right bent column"
    },
    {
      "label": "Pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "pile connection detail, both sides"
    },
    {
      "label": "Pile connection angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 bar bend"
    },
    {
      "label": "Pile connection dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "Pile connection dimension",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "H-pile"
    },
    {
      "label": "Pile connection dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pile connection detail spacing"
    },
    {
      "label": "Bar bend dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 bar"
    },
    {
      "label": "Concrete quantity",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 LT., Class AA Concrete"
    },
    {
      "label": "Concrete quantity",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 RT., Class AA Concrete"
    },
    {
      "label": "Reinforcing steel quantity",
      "value": "15875",
      "unit": "LB",
      "appliesTo": "BENT 2 LT., Bar Reinf Steel"
    },
    {
      "label": "Reinforcing steel quantity",
      "value": "15848",
      "unit": "LB",
      "appliesTo": "BENT 2 RT., Bar Reinf Steel"
    },
    {
      "label": "Maximum factored axial load",
      "value": "237",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "Driving resistance",
      "value": "365",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "119",
      "unit": "ft",
      "appliesTo": "Bent 2L piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "118",
      "unit": "ft",
      "appliesTo": "Bent 2R piles"
    }
  ],
  "notes": [
    "SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "BARS 422 NOT SHOWN.",
    "EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "PLAN DRIVING OBJECTIVE: ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED."
  ],
  "labels": [
    "NOTES:",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "#8 BAR",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 2 LT.",
    "BENT 2 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "PLAN DRIVING OBJECTIVE",
    "aruna sastry",
    "5/31/2025",
    "11:15:44 AM"
  ],
  "description": "This crop shows an elevation view of Bridge Bent 2 (left looking ahead), including the bent cap, two columns (Column 1 and Column 2), and a square spread footing, fully dimensioned with top-of-cap and bottom-of-cap elevations, reinforcement bar marks and spacing, and construction joint/coupler notes. A partial view of a second bent (right side) is also visible at the right edge of the sheet. The sheet also includes a Pile Connection Detail (H-pile with #8 bar hoop, no scale) and a Substructure Quantities table listing concrete and reinforcing steel quantities for Bent 2 Left and Right, along with pile design/driving criteria notes."
}

p14_r02 title blockElevation

  • footing×2rectangular/square (11'-6" SQUARE TYP.)reinforced concreteOne footing shown fully under left bent, another partially under right bent

185.78 ft Bent cap top elevation185.23 ft Bent cap top elevation185.96 ft Bent cap top elevation185.41 ft Bent cap top elevation186.10 ft Bent cap top elevation185.55 ft Bent cap top elevation186.24 ft Bent cap top elevation185.70 ft Bent cap top elevation+68 more

crop

p14_r02

page 14 · other_p14_r02
Original
p14_r02
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 2 LEFT",
      "shape": "rectangular, tapered top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Elevation looking ahead; second partial bent cap (Bent 2 Right area) visible at far right edge of crop"
    },
    {
      "name": "Column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "square (11'-6\" SQUARE TYP.)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing shown fully under Column 1 with reinforcement 16-920 bars; adjacent footing shown partially with construction joint dimensions"
    },
    {
      "name": "Pile",
      "tag": "H-PILE",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "HP 12 X 53 steel H-piles, shown in Pile Connection Detail"
    },
    {
      "name": "Pile connection detail bar",
      "tag": "#8 BAR",
      "shape": "angled bar with holes",
      "material": "steel",
      "count": null,
      "note": "Detail showing 15° angle bars into pile with 2\" diameter holes"
    },
    {
      "name": "Reinforcement bar - cap top",
      "tag": "1122",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "8-1122 bars called out"
    },
    {
      "name": "Reinforcement bar - cap top",
      "tag": "520",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "2-520 bars called out"
    },
    {
      "name": "Reinforcement bar - cap bottom",
      "tag": "1123",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "8-1123 bars called out"
    },
    {
      "name": "Reinforcement bar - stirrups",
      "tag": "521",
      "shape": "bar/stirrup",
      "material": "reinforcing steel",
      "count": null,
      "note": "12-521 and 25-521 spacing groups shown"
    },
    {
      "name": "Reinforcement bar - stirrups",
      "tag": "522",
      "shape": "bar/stirrup",
      "material": "reinforcing steel",
      "count": null,
      "note": "14-522 DBL groups shown at 5\" spacing"
    },
    {
      "name": "Reinforcement bar - column vertical",
      "tag": "1121 / 1121A series",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "12-1121 SERIES; extend 1121A bars 3'-6\" into cap per note 3"
    },
    {
      "name": "Reinforcement bar - column vertical",
      "tag": "1120 series",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "12-1120 SERIES"
    },
    {
      "name": "Reinforcement bar - column ties",
      "tag": "620",
      "shape": "bar/tie",
      "material": "reinforcing steel",
      "count": null,
      "note": "Multiple groups: 14-620, 9-620, 7-620 at varying spacing"
    },
    {
      "name": "Reinforcement bar - column ties",
      "tag": "621",
      "shape": "bar/tie",
      "material": "reinforcing steel",
      "count": null,
      "note": "Multiple groups: 14-621, 9-621, 7-621 at varying spacing"
    },
    {
      "name": "Reinforcement bar - footing",
      "tag": "420",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "12-420 AT EQ. SPS., noted as bars 422 not shown"
    },
    {
      "name": "Reinforcement bar - footing",
      "tag": "920",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "16-920 AT EQ. SPS. in two directions"
    },
    {
      "name": "Mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Per Special Provision 511, located at column"
    }
  ],
  "measurements": [
    {
      "label": "Span between column centers",
      "value": "44-421",
      "unit": "",
      "appliesTo": "cap top bar spacing note, AT EQ. SPS."
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "185.78",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.23",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "185.96",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.41",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "186.10",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.55",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "186.24",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.70",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "186.38",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.84",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "186.49",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.25",
      "unit": "ft",
      "appliesTo": "cap soffit near Column 1"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.11",
      "unit": "ft",
      "appliesTo": "cap soffit near Column 1"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.32",
      "unit": "ft",
      "appliesTo": "cap soffit"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.73",
      "unit": "ft",
      "appliesTo": "cap soffit near Column 2"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.80",
      "unit": "ft",
      "appliesTo": "cap soffit"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.93",
      "unit": "ft",
      "appliesTo": "cap soffit right end"
    },
    {
      "label": "Minimum cap edge depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "cap end, MIN."
    },
    {
      "label": "Bar count/spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "column ties"
    },
    {
      "label": "Bar count/spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "column ties"
    },
    {
      "label": "Dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "column top region"
    },
    {
      "label": "Dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "column region"
    },
    {
      "label": "Bar count/spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "cap stirrups 521"
    },
    {
      "label": "Bar count",
      "value": "12-521",
      "unit": "",
      "appliesTo": "cap stirrups"
    },
    {
      "label": "Dimension",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "cap edge spacing"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "cap edge spacing"
    },
    {
      "label": "Bar count/spacing",
      "value": "6 SPS AT 5\" DBL",
      "unit": "",
      "appliesTo": "cap stirrups 522"
    },
    {
      "label": "Bar count",
      "value": "14-522 DBL",
      "unit": "",
      "appliesTo": "cap stirrups"
    },
    {
      "label": "Dimension",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "cap mid-span stirrups"
    },
    {
      "label": "Dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "cap mid-span length"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "cap end segment length"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "cap end offset"
    },
    {
      "label": "Dimension",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "column ties"
    },
    {
      "label": "Dimension",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "column ties"
    },
    {
      "label": "Dimension",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "column ties lower"
    },
    {
      "label": "Dimension",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "column ties lower"
    },
    {
      "label": "Dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler spacing"
    },
    {
      "label": "Dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler spacing"
    },
    {
      "label": "Dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "column height segment"
    },
    {
      "label": "Dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "lower column segment"
    },
    {
      "label": "Dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "lower column segment"
    },
    {
      "label": "Bar count",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing reinforcement"
    },
    {
      "label": "Bar count",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "column vertical reinforcement"
    },
    {
      "label": "Bar count",
      "value": "12-1120 SERIES",
      "unit": "",
      "appliesTo": "column vertical reinforcement"
    },
    {
      "label": "Clear cover",
      "value": "3\"",
      "unit": "CL., TYP.",
      "appliesTo": "footing reinforcement cover"
    },
    {
      "label": "Elevation footing bottom",
      "value": "151.00",
      "unit": "ft, TYP.",
      "appliesTo": "footing"
    },
    {
      "label": "Bar count",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing reinforcement, two directions"
    },
    {
      "label": "Dimension",
      "value": "4'-0\"",
      "unit": "TYP.",
      "appliesTo": "construction joint region"
    },
    {
      "label": "Dimension",
      "value": "3'-6\"",
      "unit": "TYP.",
      "appliesTo": "construction joint region"
    },
    {
      "label": "Dimension",
      "value": "4\", TYP.",
      "unit": "",
      "appliesTo": "cover/spacing detail"
    },
    {
      "label": "Dimension",
      "value": "1'-0\", TYP.",
      "unit": "",
      "appliesTo": "footing detail"
    },
    {
      "label": "Dimension",
      "value": "11'-6\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "footing plan dimension"
    },
    {
      "label": "Pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "Pile Connection Detail"
    },
    {
      "label": "Pile connection angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "Pile Connection Detail"
    },
    {
      "label": "Hole diameter",
      "value": "2\"",
      "unit": "DIAMETER",
      "appliesTo": "H-pile connection holes"
    },
    {
      "label": "Minimum dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "Pile Connection Detail"
    },
    {
      "label": "Minimum dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 Bar detail"
    },
    {
      "label": "Dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "Pile Connection Detail spacing"
    },
    {
      "label": "Maximum factored axial load",
      "value": "237",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "Driving resistance",
      "value": "365",
      "unit": "KIPS",
      "appliesTo": "piles, minimum after driving"
    },
    {
      "label": "Minimum tip elevation Bent 2L",
      "value": "119",
      "unit": "ft",
      "appliesTo": "piles at Bent 2L"
    },
    {
      "label": "Minimum tip elevation Bent 2R",
      "value": "118",
      "unit": "ft",
      "appliesTo": "piles at Bent 2R"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "Bent 2 LT"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "Bent 2 RT"
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "15875",
      "unit": "LB",
      "appliesTo": "Bent 2 LT"
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "15848",
      "unit": "LB",
      "appliesTo": "Bent 2 RT"
    }
  ],
  "notes": [
    "SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "BARS 422 NOT SHOWN.",
    "EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED."
  ],
  "labels": [
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "NOTES:",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "#8 BAR",
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 2 LT.",
    "BENT 2 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "COLUMN 1",
    "COLUMN 2"
  ],
  "description": "This crop shows an elevation view of Bent 2 Left (with a partial view of an adjacent bent, likely Bent 2 Right, at the far right edge) for a bridge substructure, looking ahead. It details the bent cap with top-of-cap and bottom-of-cap elevations, two columns with their vertical and tie reinforcement, a spread footing with reinforcement layout and construction joint details, plus a separate H-pile connection detail and a substructure quantities table listing concrete and reinforcing steel totals for Bent 2 Left and Right, along with pile driving criteria notes."
}

p14_r02Elevation

  • Footing×2square (11'-6" SQUARE TYP.)reinforced concreteOne footing shown fully under Column 1 with reinforcement 16-920 bars; adjacent footing shown partially with construction joint dimensions

44-421 Span between column centers185.78 ft Elevation top of cap (BK)185.23 ft Elevation top of cap (AH)185.96 ft Elevation top of cap (BK)185.41 ft Elevation top of cap (AH)186.10 ft Elevation top of cap (BK)185.55 ft Elevation top of cap (AH)186.24 ft Elevation top of cap (BK)+59 more

Page 16

crop

p16_r02 footing plan bent 3

page 16 · gdot_plan_649084f395824aaebf1f5ed48132696f_p16_r02_footing_plan_bent_3
Original
p16_r02 footing plan bent 3
{
  "view": "Detail",
  "objects": [
    {
      "name": "Bent cap / column section",
      "tag": "SECTION B-B",
      "shape": "rectangular with stepped top (haunch)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section through cap/column showing reinforcement layout; bar marks 2-520/530, 8-1121/1131, 44-421/431, 522/532, 8-1123/1133"
    },
    {
      "name": "Footing",
      "tag": "FOOTING PLAN - BENT 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Plan view of footing at Bent 3 showing pile locations and column centerline"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown as small cross-hatch symbols labeled C PILE in footing plan, 2 rows of 3"
    },
    {
      "name": "Column/Pier element",
      "tag": "DETAIL 1 / SECTION A-A",
      "shape": "rectangular, tapered top edge",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Elevation and cross-section detail showing bar marks 5-511, 5-414, 511"
    },
    {
      "name": "Column/Pier element",
      "tag": "DETAIL 3 / SECTION D-D",
      "shape": "rectangular, tapered top edge",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Elevation and cross-section detail showing bar marks 5-541, 5-444, 541"
    }
  ],
  "measurements": [
    {
      "label": "width",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "SECTION B-B top width"
    },
    {
      "label": "spacing",
      "value": "2'-1 1/2\"",
      "unit": "ft-in",
      "appliesTo": "SECTION B-B, from C BENT to C BRNG (each side)"
    },
    {
      "label": "spacing",
      "value": "11 1/2\"",
      "unit": "in",
      "appliesTo": "SECTION B-B outer dimension"
    },
    {
      "label": "spacing",
      "value": "1'-2\"",
      "unit": "ft-in",
      "appliesTo": "SECTION B-B inner dimension"
    },
    {
      "label": "height",
      "value": "4'-0\"",
      "unit": "ft",
      "appliesTo": "SECTION B-B, MIN. height with 5-422 or 5-432 each face"
    },
    {
      "label": "depth",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "SECTION B-B bottom dimension"
    },
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "SECTION B-B, MIN. CL., TYP."
    },
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "SECTION B-B, CL., 3 SIDES"
    },
    {
      "label": "width",
      "value": "13'-0\"",
      "unit": "ft",
      "appliesTo": "FOOTING PLAN - BENT 3 overall width"
    },
    {
      "label": "width",
      "value": "13'-0\"",
      "unit": "ft",
      "appliesTo": "FOOTING PLAN - BENT 3 overall depth"
    },
    {
      "label": "spacing",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "FOOTING PLAN - BENT 3 edge distance"
    },
    {
      "label": "spacing",
      "value": "5'-3\"",
      "unit": "ft-in",
      "appliesTo": "FOOTING PLAN - BENT 3 pile spacing"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 3"
    },
    {
      "label": "width",
      "value": "3'-0 7/16\"",
      "unit": "ft-in",
      "appliesTo": "DETAIL 1 / SECTION A-A overall width"
    },
    {
      "label": "width",
      "value": "5-511",
      "unit": "",
      "appliesTo": "DETAIL 1, bar spacing/quantity mark"
    },
    {
      "label": "height",
      "value": "5-414",
      "unit": "",
      "appliesTo": "DETAIL 1 / SECTION A-A, bar mark dimension"
    },
    {
      "label": "width",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "SECTION A-A width"
    },
    {
      "label": "width",
      "value": "3'-0 7/16\"",
      "unit": "ft-in",
      "appliesTo": "DETAIL 3 / SECTION D-D overall width"
    },
    {
      "label": "width",
      "value": "5-541",
      "unit": "",
      "appliesTo": "DETAIL 3, bar spacing/quantity mark"
    },
    {
      "label": "height",
      "value": "5-444",
      "unit": "",
      "appliesTo": "DETAIL 3 / SECTION D-D, bar mark dimension"
    },
    {
      "label": "width",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "SECTION D-D width"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES",
    "5-414 EA. FACE AT EQ. SPS.",
    "5-444 EA. FACE AT EQ. SPS.",
    "AHEAD (direction arrow in footing plan)"
  ],
  "labels": [
    "SECTION B-B",
    "FOOTING PLAN - BENT 3",
    "SCALE: 3/8\" = 1'-0\"",
    "DETAIL 1",
    "SECTION A-A",
    "DETAIL 3",
    "SECTION D-D",
    "C BRNG.",
    "C BENT",
    "C PILE",
    "C COLUMN",
    "C BENT 2",
    "C BENT 3",
    "2-520 OR 2-530",
    "8-1121 OR 8-1131",
    "44-421 OR 44-431",
    "5-422 OR 5-432 EACH FACE",
    "522 OR 532",
    "8-1123 OR 8-1133",
    "511",
    "541"
  ],
  "description": "This crop shows structural details for a bent footing/cap (Bent 3), including a cross section (Section B-B) through the bent cap with reinforcement bar marks, a footing plan for Bent 3 showing pile locations and column centerline, and two column/pier elevation-section detail pairs (Detail 1/Section A-A and Detail 3/Section D-D) with reinforcement bar callouts. The drawing documents concrete reinforcement layout and dimensions for the bent cap, footing, and associated column elements at Bent 3 of a bridge substructure."
}

p16_r02 footing plan bent 3Detail

  • FootingFOOTING PLAN - BENT 3×1rectangularreinforced concretePlan view of footing at Bent 3 showing pile locations and column centerline

4'-3" ft-in width2'-1 1/2" ft-in spacing11 1/2" in spacing1'-2" ft-in spacing4'-0" ft height9" in depth2" in clearance2" in clearance+13 more

crop

p16_r05 footing plan bent 2

page 16 · gdot_plan_649084f395824aaebf1f5ed48132696f_p16_r05_footing_plan_bent_2
Original
p16_r05 footing plan bent 2
{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "BENT 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Square footing plan, 11'-6\" x 11'-6\", shown with centerline grid for piles and column"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section (symbol shown as I-shaped mark)",
      "material": "",
      "count": 6,
      "note": "Arranged in two rows of three along the footing, spaced per centerline dimensions; labeled 'C PILE' (centerline of pile)"
    },
    {
      "name": "Column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Centerline of column shown running through center of footing, perpendicular to bent line; column itself not drawn in this view"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "11'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2"
    },
    {
      "label": "Overall length",
      "value": "11'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2"
    },
    {
      "label": "Edge to pile row (top)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Pile spacing (horizontal)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Pile spacing (horizontal)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Edge to pile row (bottom)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Edge to pile row (left)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Pile spacing (vertical)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Pile spacing (vertical)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Edge to pile row (right)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Drawing scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 2"
    }
  ],
  "notes": [],
  "labels": [
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\"",
    "AHEAD",
    "C PILE",
    "C BENT 2",
    "C COLUMN"
  ],
  "description": "This crop shows a plan view of a pile footing for Bent 2, an 11'-6\" square reinforced concrete footing with six piles arranged in two rows of three, spaced at 4'-6\" intervals with 1'-3\" edge distances. Centerlines are shown for the piles, the column, and Bent 2, along with a directional arrow labeled 'AHEAD' indicating orientation. This is a structural foundation detail intended for pile and footing quantity takeoff."
}

p16_r05 footing plan bent 2Plan

  • FootingBENT 2×1rectangularreinforced concreteSquare footing plan, 11'-6" x 11'-6", shown with centerline grid for piles and column

11'-6" ft-in Overall width11'-6" ft-in Overall length1'-3" ft-in Edge to pile row (top)4'-6" ft-in Pile spacing (horizontal)4'-6" ft-in Pile spacing (horizontal)1'-3" ft-in Edge to pile row (bottom)1'-3" ft-in Edge to pile row (left)4'-6" ft-in Pile spacing (vertical)+3 more

crop

p16_r02

page 16 · other_p16_r02
Original
p16_r02
{
  "view": "Detail",
  "objects": [
    {
      "name": "Bent cap/column",
      "tag": "",
      "shape": "rectangular with column stem",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Section B-B; reinforcement bars 2-520/2-530 (top), 8-1121/8-1131, 44-421/44-431 (vertical each face), 522/532 (ties), 8-1123/8-1133 (bottom)"
    },
    {
      "name": "Footing",
      "tag": "Bent 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "13'-0\" x 13'-0\" footing plan with column centerline shown"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "not detailed in plan (shown as small H-marks)",
      "material": "",
      "count": 6,
      "note": "Piles shown along two rows in Footing Plan - Bent 3, spaced 1'-3\", 5'-3\", 5'-3\", 1'-3\""
    },
    {
      "name": "Pile/column section detail",
      "tag": "Detail 1 / Section A-A",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section with reinforcement bars 5-511 and 5-414 each face at equal spaces"
    },
    {
      "name": "Pile/column section detail",
      "tag": "Detail 3 / Section D-D",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section with reinforcement bars 5-541 and 5-444 each face at equal spaces"
    }
  ],
  "measurements": [
    {
      "label": "Width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "Section B-B top width"
    },
    {
      "label": "Half width to centerline bent",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Segment",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Segment",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Section B-B - MIN. CL., TYP."
    },
    {
      "label": "Height",
      "value": "4'-0\"",
      "unit": "MIN.",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Bottom segment",
      "value": "9\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Section B-B - CL., 3 SIDES"
    },
    {
      "label": "Footing overall width",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 3"
    },
    {
      "label": "Footing overall length",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 3"
    },
    {
      "label": "Edge distance",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 3"
    },
    {
      "label": "Pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 3"
    },
    {
      "label": "Width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "Detail 1 / Section A-A"
    },
    {
      "label": "Bar spacing dimension",
      "value": "5-511",
      "unit": "",
      "appliesTo": "Detail 1"
    },
    {
      "label": "Height dimension",
      "value": "5-414",
      "unit": "",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "Detail 3 / Section D-D"
    },
    {
      "label": "Bar spacing dimension",
      "value": "5-541",
      "unit": "",
      "appliesTo": "Detail 3"
    },
    {
      "label": "Height dimension",
      "value": "5-444",
      "unit": "",
      "appliesTo": "Section D-D"
    },
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Section D-D"
    },
    {
      "label": "Scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 3"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES",
    "5-422 OR 5-432 EACH FACE",
    "5-414 EA. FACE AT EQ. SPS.",
    "5-444 EA. FACE AT EQ. SPS.",
    "2-520 OR 2-530",
    "8-1121 OR 8-1131",
    "44-421 OR 44-431",
    "522 OR 532",
    "8-1123 OR 8-1133"
  ],
  "labels": [
    "SECTION B-B",
    "FOOTING PLAN - BENT 3",
    "DETAIL 1",
    "SECTION A-A",
    "DETAIL 3",
    "SECTION D-D",
    "C BENT",
    "C BRNG.",
    "C PILE",
    "C COLUMN",
    "C BENT 2",
    "C BENT 3",
    "AHEAD"
  ],
  "description": "This crop shows structural reinforcement details for a bridge bent, including Section B-B through the bent cap/column showing longitudinal and tie reinforcement bar callouts, a Footing Plan for Bent 3 with a 13'x13' footing and pile layout (6 piles visible), and two pile or column reinforcement detail/cross-section pairs (Detail 1/Section A-A and Detail 3/Section D-D) showing rebar cage arrangements with spacing callouts. The sheet is part of the structural (bridge substructure) discipline, not 'other' as auto-labeled, and documents reinforcement quantities and bar marks for the bent cap and footing/piles at Bent 3."
}

p16_r02Detail

  • FootingBent 3×1rectangularreinforced concrete13'-0" x 13'-0" footing plan with column centerline shown

4'-3" Width2'-1 1/2" Half width to centerline bent11 1/2" Segment1'-2" Segment2" Clear cover4'-0" MIN. Height9" Bottom segment2" Clear cover+13 more

crop

p16_r05

page 16 · other_p16_r05
Original
p16_r05
{
  "view": "Plan",
  "objects": [
    {
      "name": "pile cap/footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Footing for Bent 2, 11'-6\" x 11'-6\" square plan"
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 6,
      "note": "Shown as symbol with centerline; arranged in two rows of three, marked with centerline callout '℄ PILE'"
    },
    {
      "name": "column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Only centerline shown, column itself not visible in this crop"
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Only centerline (℄ BENT 2) shown; bent structure itself not depicted"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "11'-6\"",
      "unit": "ft-in",
      "appliesTo": "footing"
    },
    {
      "label": "Overall length",
      "value": "11'-6\"",
      "unit": "ft-in",
      "appliesTo": "footing"
    },
    {
      "label": "Edge distance (top, left)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "footing edge to pile"
    },
    {
      "label": "Pile spacing (top)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Pile spacing (top)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Edge distance (top, right)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "footing edge to pile"
    },
    {
      "label": "Edge distance (left, top)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "footing edge to pile"
    },
    {
      "label": "Pile spacing (left)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Pile spacing (left)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Edge distance (left, bottom)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "footing edge to pile"
    },
    {
      "label": "Drawing scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 2"
    }
  ],
  "notes": [],
  "labels": [
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\"",
    "℄ PILE",
    "℄ BENT 2",
    "℄ COLUMN",
    "AHEAD"
  ],
  "description": "This crop is a plan view titled 'FOOTING PLAN - BENT 2', showing the pile cap/footing layout for Bent 2 of a bridge substructure. It depicts a square 11'-6\" x 11'-6\" footing with six piles arranged in two rows of three, along with centerlines for the piles, the column, and Bent 2, and full dimensioning of pile spacing and edge distances."
}

p16_r05Plan

  • pile cap/footing×1rectangularreinforced concreteFooting for Bent 2, 11'-6" x 11'-6" square plan

11'-6" ft-in Overall width11'-6" ft-in Overall length1'-3" ft-in Edge distance (top, left)4'-6" ft-in Pile spacing (top)4'-6" ft-in Pile spacing (top)1'-3" ft-in Edge distance (top, right)1'-3" ft-in Edge distance (left, top)4'-6" ft-in Pile spacing (left)+3 more

Page 17

crop

p17_r06

page 17 · other_p17_r06
Original
p17_r06
{
  "view": "Section",
  "objects": [
    {
      "name": "Concrete cap/footing section",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in cross-section with a narrower rectangular stem or column projecting downward through a break line, suggesting this cap sits atop a pier/column stem."
    },
    {
      "name": "Corner reinforcement bar",
      "tag": "440",
      "shape": "round bar, bent at ends (diagonal hooks shown at corners)",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Located at four corners of the rectangular section, arrows pointing to corner dots."
    },
    {
      "name": "Top reinforcement bar",
      "tag": "2-442",
      "shape": "round bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Two bars near top, inboard of corner bars."
    },
    {
      "name": "Vertical/longitudinal reinforcement bar",
      "tag": "4-1040",
      "shape": "round bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Callout arrow points to bars along the sides of the section."
    },
    {
      "name": "Stem/column (partial)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Narrow rectangular element shown centered below the cap, cut off by a break line, indicating it continues beyond the crop."
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Half width (left)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Half width (right)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Half width bottom (left)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Half width bottom (right)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Overall height (min.)",
      "value": "2'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Top clearance",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Side clearance",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Bar spacing",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "440 / 1040 bars"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section A-A"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2\" CL. 3 SIDES",
    "1'-0\" TYP.",
    "2'-0\" MIN."
  ],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\"",
    "440",
    "2-442",
    "4-1040",
    "aruna sastry"
  ],
  "description": "This crop shows a single detail titled 'SECTION A-A' at scale 3/4\"=1'-0\", depicting a reinforced concrete cap or footing section, 3'-0\" wide and at least 2'-0\" tall (minimum), with corner reinforcement bars marked 440, top bars marked 2-442, and side/vertical bars marked 4-1040. A narrower rectangular stem (likely a column or pier) extends downward through a break line at the bottom, indicating the cap sits atop a supporting element not fully shown in this crop. Cover requirements (2\" min. clearance top and sides) and bar spacing (1'-0\" typical) are called out, but no plan view, station, or overall structure identification appears in this fragment."
}

p17_r06Section

  • Concrete cap/footing section×1rectangularreinforced concreteShown in cross-section with a narrower rectangular stem or column projecting downward through a break line, suggesting this cap sits atop a pier/column stem.

3'-0" ft-in Overall width1'-6" ft-in Half width (left)1'-6" ft-in Half width (right)1'-6" ft-in Half width bottom (left)1'-6" ft-in Half width bottom (right)2'-0" ft-in Overall height (min.)2" in Top clearance2" in Side clearance+2 more

Page 18

crop

p18_r02 footing layout

page 18 · gdot_plan_649084f395824aaebf1f5ed48132696f_p18_r02_footing_layout
Original
p18_r02 footing layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "rectangular (skewed)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Part of Bent 3 Left, contains piles numbered 1-6"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 2",
      "shape": "rectangular (skewed)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Part of Bent 3 Left, contains piles numbered 7-12"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 3",
      "shape": "rectangular (skewed)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Part of Bent 3 Right, contains piles numbered 1-6"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 4",
      "shape": "rectangular (skewed)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Part of Bent 3 Right, contains piles numbered 7-12"
    },
    {
      "name": "Pile cap / footing",
      "tag": "BENT 4 LEFT",
      "shape": "tapered/trapezoidal, skewed",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long skewed footing with beam centerlines 1-6, no explicit footing tag printed"
    },
    {
      "name": "Pile cap / footing",
      "tag": "BENT 4 RIGHT",
      "shape": "tapered/trapezoidal, skewed",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long skewed footing with beam centerlines 7-12, no explicit footing tag printed"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel (implied by H symbol)",
      "count": 36,
      "note": "Numbered piles 1-12 repeated across Footings 1-4 and Bent 4 Left/Right beam locations; exact count approximate based on visible symbols"
    },
    {
      "name": "Column/pier shaft",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown atop footing in the 'FOOTING LAYOUT' detail section"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "vertical, driven (section symbol)",
      "material": "unspecified",
      "count": 2,
      "note": "Shown in the small 'FOOTING LAYOUT' cross-section beneath the footing"
    }
  ],
  "measurements": [],
  "notes": [
    "THIS \"AS-BUILT FOUNDATION INFORMATION\" SHEET SHALL BE FILLED IN BY THE PROJECT ENGINEER AND THE COMPLETED PDF FORWARDED TO BRIDGEOFFICE@DOT.GA.GOV AFTER INSTALLATION OF ALL PILES AND FOOTINGS FOR POSTING TO THE PLANS AS A PERMANENT RECORD OF THE BRIDGE CONSTRUCTION."
  ],
  "labels": [
    "GDOT",
    "P.I. NO.",
    "0019181",
    "FOOTING LAYOUT",
    "BOTTOM OF FOOTING ELEVATION",
    "BENT 3 LEFT",
    "BENT 4 LEFT",
    "BENT 3 RIGHT",
    "BENT 4 RIGHT",
    "C BENT 3",
    "B.F.P.R. BENT 4",
    "C BEAM 1",
    "C BEAM 2",
    "C BEAM 3",
    "C BEAM 4",
    "C BEAM 5",
    "C BEAM 6",
    "C BEAM 7",
    "C BEAM 8",
    "C BEAM 9",
    "C BEAM 10",
    "C BEAM 11",
    "C BEAM 12",
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION",
    "3 RIGHT",
    "4 LEFT",
    "4 RIGHT",
    "NOTE:",
    "PROJECT ENGINEER",
    "DATE"
  ],
  "description": "This crop is an As-Built Foundation Information sheet for a bridge, combining plan-view sketches of Bent 3 (Left and Right) and Bent 4 (Left and Right) pile/footing layouts, a small footing cross-section detail labeled 'FOOTING LAYOUT', and two blank pile schedule tables listing pile numbers by footing/beam location with columns for pile tip elevation and bottom-of-footing elevation, to be completed by the project engineer after pile installation. No dimensions or elevation values are filled in; only pile numbering (1-12) and location tags are printed. A signature/date block for the Project Engineer appears at the bottom right along with GDOT title block information (P.I. NO. 0019181)."
}

p18_r02 footing layoutPlan

  • FootingFOOTING 1×1rectangular (skewed)reinforced concretePart of Bent 3 Left, contains piles numbered 1-6
  • FootingFOOTING 2×1rectangular (skewed)reinforced concretePart of Bent 3 Left, contains piles numbered 7-12
  • FootingFOOTING 3×1rectangular (skewed)reinforced concretePart of Bent 3 Right, contains piles numbered 1-6
  • FootingFOOTING 4×1rectangular (skewed)reinforced concretePart of Bent 3 Right, contains piles numbered 7-12
  • Pile cap / footingBENT 4 LEFT×1tapered/trapezoidal, skewedreinforced concreteLong skewed footing with beam centerlines 1-6, no explicit footing tag printed
  • Pile cap / footingBENT 4 RIGHT×1tapered/trapezoidal, skewedreinforced concreteLong skewed footing with beam centerlines 7-12, no explicit footing tag printed
crop

p18_r03 footing 1

page 18 · gdot_plan_649084f395824aaebf1f5ed48132696f_p18_r03_footing_1
Original
p18_r03 footing 1
{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown as a rotated rectangle in plan view"
    },
    {
      "name": "Pile",
      "tag": "1",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Pile location marked with 'H' symbol, numbered 1"
    },
    {
      "name": "Pile",
      "tag": "2",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located on centerline of Bent 2"
    },
    {
      "name": "Pile",
      "tag": "3",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pile",
      "tag": "4",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pile",
      "tag": "5",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located on centerline of Bent 2"
    },
    {
      "name": "Pile",
      "tag": "6",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "℄ BENT 2",
    "FOOTING 1",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6"
  ],
  "description": "This crop shows a plan view of a pile footing (Footing 1) for a bridge bent, depicted as a rotated rectangle with six H-shaped pile symbols numbered 1 through 6 at its corners and mid-sides. A dash-dot centerline labeled '℄ BENT 2' runs diagonally through piles 2 and 5, indicating the bent centerline alignment relative to the footing. No dimensions or elevations are given in this fragment; it appears to be a pile layout diagram within a footing/bent detail sheet."
}

p18_r03 footing 1Plan

  • FootingFOOTING 1×1rectangularreinforced concreteShown as a rotated rectangle in plan view
crop

p18_r04 footing 2

page 18 · gdot_plan_649084f395824aaebf1f5ed48132696f_p18_r04_footing_2
Original
p18_r04 footing 2
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 2",
      "shape": "rectangular (skewed/rotated)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Plan view of footing shown as a rotated rectangle with a centerline running through it"
    },
    {
      "name": "pile",
      "tag": "7,8,9,10,11,12",
      "shape": "H-section",
      "material": "structural steel",
      "count": 6,
      "note": "Six H-piles arranged in two rows of three within the footing outline, each labeled with a pile number"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 2 LEFT",
    "FOOTING 2",
    "7",
    "8",
    "9",
    "10",
    "11",
    "12"
  ],
  "description": "This crop is a plan view of a pile footing labeled FOOTING 2, part of a bent identified as BENT 2 LEFT. It shows a rotated rectangular footing outline containing six H-shaped piles numbered 7 through 12, with a centerline (dashed) passing through the footing and continuing beyond it, and a second dashed line crossing below representing another alignment or centerline."
}

p18_r04 footing 2Plan

  • footingFOOTING 2×1rectangular (skewed/rotated)reinforced concretePlan view of footing shown as a rotated rectangle with a centerline running through it
crop

p18_r05 footing 3

page 18 · gdot_plan_649084f395824aaebf1f5ed48132696f_p18_r05_footing_3
Original
p18_r05 footing 3
{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "FOOTING 3",
      "shape": "rectangular (skewed)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown as a rotated rectangle in plan with a centerline through it"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 6,
      "note": "Six H-piles arranged in two rows of three, numbered 1–6, at footing corners/midpoints"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING 3",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6"
  ],
  "description": "This crop is a plan view of a pile footing (labeled FOOTING 3) shown as a skewed rectangle with a centerline running through it. Six H-shaped piles are shown at the corners and mid-sides of the footing, numbered 1 through 6, indicating pile placement layout for the footing. No dimensions or additional notes are given in this crop."
}

p18_r05 footing 3Plan

  • FootingFOOTING 3×1rectangular (skewed)reinforced concreteShown as a rotated rectangle in plan with a centerline through it
crop

p18_r06 footing 4

page 18 · gdot_plan_649084f395824aaebf1f5ed48132696f_p18_r06_footing_4
Original
p18_r06 footing 4
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "rectangular (skewed/rotated)",
      "material": "",
      "count": 1,
      "note": "Shown as a rotated square/rectangle with a centerline dashed line through it"
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 6,
      "note": "Six H-pile symbols located at points 7,8,9,10,11,12 within the footing outline"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING 4",
    "7",
    "8",
    "9",
    "10",
    "11",
    "12"
  ],
  "description": "This crop is a plan view fragment showing a single skewed rectangular footing labeled FOOTING 4, with six H-pile locations numbered 7 through 12 marked at the corners and midpoints of the footing outline. A dashed centerline runs through the footing between piles 8 and 11, extending beyond the footing edge at the top of the crop. No dimensions or additional notes are visible in this crop."
}

p18_r06 footing 4Plan

  • footingFOOTING 4×1rectangular (skewed/rotated)Shown as a rotated square/rectangle with a centerline dashed line through it
crop

p18_r07 title block

page 18 · gdot_plan_649084f395824aaebf1f5ed48132696f_p18_r07_title_block
Original
p18_r07 title block
{
  "view": "Schedule",
  "objects": [
    {
      "name": "Pile",
      "tag": "Bent 1 Left / 1 Right",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Listed by Beam 1-12 with Pile No. 1-12; Pile Tip Elevation column blank"
    },
    {
      "name": "Pile",
      "tag": "Bent 2 Left, Footing 1 & 2",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile No. 1-12 under Footing 1 and Footing 2; Pile Tip Elevation and Bottom of Footing Elevation columns blank"
    },
    {
      "name": "Pile",
      "tag": "Bent 2 Right, Footing 3 & 4",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile No. 1-12 under Footing 3 and Footing 4; elevation columns blank"
    },
    {
      "name": "Pile",
      "tag": "Bent 3 Left, Footing 1 & 2",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile No. 1-12 under Footing 1 and Footing 2; elevation columns blank"
    },
    {
      "name": "Footing",
      "tag": "Footing 1",
      "shape": "",
      "material": "",
      "count": 3,
      "note": "Appears in Bent 2 Left and Bent 3 Left tables"
    },
    {
      "name": "Footing",
      "tag": "Footing 2",
      "shape": "",
      "material": "",
      "count": 3,
      "note": "Appears in Bent 2 Left and Bent 3 Left tables"
    },
    {
      "name": "Footing",
      "tag": "Footing 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent 2 Right table"
    },
    {
      "name": "Footing",
      "tag": "Footing 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent 2 Right table"
    },
    {
      "name": "Professional Engineer Seal",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Georgia Registered Professional Engineer stamp, No. 9371, Aruna Sastry"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION",
    "1 LEFT",
    "1 RIGHT",
    "2 LEFT",
    "2 RIGHT",
    "3 LEFT",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "BEAM 7",
    "BEAM 8",
    "BEAM 9",
    "BEAM 10",
    "BEAM 11",
    "BEAM 12",
    "FOOTING 1",
    "FOOTING 2",
    "FOOTING 3",
    "FOOTING 4",
    "BRIDGE NO. I LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "1030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375  FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "AS-BUILT FOUNDATION INFORMATION",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0018",
    "BRIDGE SHEET 18 OF 21",
    "NO SCALE",
    "MAY 2025",
    "DESIGNED UP",
    "CHECKED AS",
    "REVIEWED DLC/SKG",
    "DRAWN EPR",
    "DESIGN GROUP JBK",
    "APPROVED DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.9371 ARUNA SASTRY",
    "aruna sastry",
    "5/28/2025 4:53:46 PM",
    "0019181_0018.dgn"
  ],
  "description": "This crop shows four identical-format pile foundation schedules for bridge bents 1 through 3 (Left/Right), listing pile location (by beam or footing number), pile number, pile tip elevation, and bottom of footing elevation columns, all left blank (unfilled) in this as-built sheet. The right side of the crop contains the standard Georgia DOT title block identifying the sheet as 'As-Built Foundation Information' for bridge SR 21 @ NS #620272Y in Jenkins County, drawing 35-0018, sheet 18 of 21, prepared by Sastry & Associates, Inc., dated May 2025. No actual elevation values or dimensions are printed in the visible tables."
}

p18_r07 title blockSchedule

  • FootingFooting 1×3Appears in Bent 2 Left and Bent 3 Left tables
  • FootingFooting 2×3Appears in Bent 2 Left and Bent 3 Left tables
  • FootingFooting 3×1Bent 2 Right table
  • FootingFooting 4×1Bent 2 Right table
crop

p18_r02

page 18 · other_p18_r02
Original
p18_r02
{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in BENT 3 LEFT plan with 6 piles numbered 1-6"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in BENT 3 LEFT plan with 6 piles numbered 7-12"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in BENT 3 RIGHT plan with 6 piles numbered 1-6; also listed in pile schedule table"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in BENT 3 RIGHT plan with 6 piles numbered 7-12; also listed in pile schedule table"
    },
    {
      "name": "Pile",
      "tag": "1-12 (Bent 3 Left/Right)",
      "shape": "H-section",
      "material": "structural steel",
      "count": 24,
      "note": "H-piles shown at corners/mid of footings 1-4, per bent"
    },
    {
      "name": "Pile",
      "tag": "1-12 (Bent 4 Left/Right)",
      "shape": "",
      "material": "",
      "count": 24,
      "note": "Piles along beam centerlines 1-12, marked with small cross symbols; shape not clearly drawn"
    },
    {
      "name": "Bent cap/Footing",
      "tag": "Bent 4 Left",
      "shape": "tapered/rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Elongated skewed footing shown with beam centerlines 1-6"
    },
    {
      "name": "Bent cap/Footing",
      "tag": "Bent 4 Right",
      "shape": "tapered/rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Elongated skewed footing shown with beam centerlines 7-12"
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular (in elevation)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Generic 'FOOTING LAYOUT' detail showing footing in cross-section with two piles and bottom of footing elevation callout"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "dashed/hidden (vertical)",
      "material": "",
      "count": 2,
      "note": "Piles shown in Footing Layout detail below footing"
    }
  ],
  "measurements": [],
  "notes": [
    "THIS \"AS-BUILT FOUNDATION INFORMATION\" SHEET SHALL BE FILLED IN BY THE PROJECT ENGINEER AND THE COMPLETED PDF FORWARDED TO BRIDGEOFFICE@DOT.GA.GOV AFTER INSTALLATION OF ALL PILES AND FOOTINGS FOR POSTING TO THE PLANS AS A PERMANENT RECORD OF THE BRIDGE CONSTRUCTION."
  ],
  "labels": [
    "GDOT",
    "P.I. NO. 0019181",
    "BENT 3 LEFT",
    "BENT 3 RIGHT",
    "BENT 4 LEFT",
    "BENT 4 RIGHT",
    "FOOTING LAYOUT",
    "BOTTOM OF FOOTING ELEVATION",
    "C BENT 3",
    "B.F.P.R. BENT 4",
    "PILE",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION",
    "BENT",
    "3 RIGHT",
    "4 LEFT",
    "4 RIGHT",
    "PROJECT ENGINEER",
    "DATE"
  ],
  "description": "This crop shows as-built foundation record plans for Bents 3 and 4 of a bridge, including plan views of individual footings (Footing 1-4) with numbered H-piles, elongated skewed footing plans for Bent 4 aligned with beam centerlines 1-12, and a generic 'Footing Layout' cross-section detail illustrating bottom-of-footing elevation. Two blank data tables are provided for recording pile tip elevations and bottom of footing elevations for Bent 3 (Footings 3 & 4) and Bent 4 (Left & Right) pile locations. A note instructs the project engineer to complete this as-built sheet after pile and footing installation and forward it to GDOT's Bridge Office as a permanent construction record."
}

p18_r02Plan

  • FootingFOOTING 1×1rectangularreinforced concreteShown in BENT 3 LEFT plan with 6 piles numbered 1-6
  • FootingFOOTING 2×1rectangularreinforced concreteShown in BENT 3 LEFT plan with 6 piles numbered 7-12
  • FootingFOOTING 3×1rectangularreinforced concreteShown in BENT 3 RIGHT plan with 6 piles numbered 1-6; also listed in pile schedule table
  • FootingFOOTING 4×1rectangularreinforced concreteShown in BENT 3 RIGHT plan with 6 piles numbered 7-12; also listed in pile schedule table
  • Bent cap/FootingBent 4 Left×1tapered/rectangularreinforced concreteElongated skewed footing shown with beam centerlines 1-6
  • Bent cap/FootingBent 4 Right×1tapered/rectangularreinforced concreteElongated skewed footing shown with beam centerlines 7-12
  • Footing×1rectangular (in elevation)reinforced concreteGeneric 'FOOTING LAYOUT' detail showing footing in cross-section with two piles and bottom of footing elevation callout
crop

p18_r03

page 18 · other_p18_r03
Original
p18_r03
{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown skewed relative to page orientation, with centerline of Bent 2 passing through it"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 6,
      "note": "Piles numbered 1-6, positioned at corners and midpoints of footing, marked with 'H' symbol indicating H-pile section"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "C BENT 2",
    "FOOTING I",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6"
  ],
  "description": "This crop shows a plan view of a pile footing (Footing 1) with six H-piles arranged in two rows of three, numbered 1 through 6. A dashed centerline labeled 'C BENT 2' runs through the middle pile row, indicating the alignment of Bent 2 relative to the footing. This is a foundation/pile layout detail for a bridge substructure."
}

p18_r03Plan

  • FootingFOOTING 1×1rectangularreinforced concreteShown skewed relative to page orientation, with centerline of Bent 2 passing through it
crop

p18_r04

page 18 · other_p18_r04
Original
p18_r04
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 2",
      "shape": "rectangular (skewed/rotated)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Plan view of pile footing, rotated relative to sheet orientation, with a centerline running through it"
    },
    {
      "name": "pile",
      "tag": "7",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located at corner of footing"
    },
    {
      "name": "pile",
      "tag": "8",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located on centerline of footing, top edge"
    },
    {
      "name": "pile",
      "tag": "9",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located at corner of footing"
    },
    {
      "name": "pile",
      "tag": "10",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located at corner of footing"
    },
    {
      "name": "pile",
      "tag": "11",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located on centerline of footing, bottom edge"
    },
    {
      "name": "pile",
      "tag": "12",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located at corner of footing"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING 2",
    "BENT 2 LEFT"
  ],
  "description": "This crop shows a plan view of a pile footing labeled FOOTING 2, part of a bent identified as BENT 2 LEFT, likely a bridge or structure support element. The footing is rectangular but drawn at an angle (skewed orientation relative to the sheet), with six H-shaped piles numbered 7 through 12 arranged at the corners and midpoints along the footing edges. A dashed centerline passes through pile positions 8 and 11, and a horizontal dash-dot line below may represent a baseline or reference line."
}

p18_r04Plan

  • footingFOOTING 2×1rectangular (skewed/rotated)reinforced concretePlan view of pile footing, rotated relative to sheet orientation, with a centerline running through it
crop

p18_r05

page 18 · other_p18_r05
Original
p18_r05
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown with six pile locations (marked with H symbols) numbered 1-6; a centerline/reference line runs diagonally through the footing near piles 2 and 5."
    },
    {
      "name": "pile",
      "tag": "1-6",
      "shape": "H-section",
      "material": "structural steel",
      "count": 6,
      "note": "Marked with 'H' symbol, numbered 1 through 6 at footing corners and midpoints."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING 3",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6"
  ],
  "description": "This crop shows a plan view of a single pile footing labeled 'FOOTING 3', drawn as a rectangular outline rotated slightly from orthogonal, with six pile positions marked by 'H' symbols and numbered 1 through 6. A dashed diagonal reference or centerline crosses through the footing near piles 2 and 5. No dimensions or additional notes are visible in this crop."
}

p18_r05Plan

  • footingFOOTING 3×1rectangularShown with six pile locations (marked with H symbols) numbered 1-6; a centerline/reference line runs diagonally through the footing near piles 2 and 5.
crop

p18_r06

page 18 · other_p18_r06
Original
p18_r06
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown as a rotated square/rectangle in plan with a centerline dashed axis through it"
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 6,
      "note": "Six H-shaped piles arranged in two rows of three beneath footing, numbered 7-12"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING 4",
    "7",
    "8",
    "9",
    "10",
    "11",
    "12"
  ],
  "description": "This crop is a plan view fragment showing a single footing labeled FOOTING 4, drawn as a rotated rectangular shape with a centerline dashed line running through it. Six H-shaped pile locations are marked within the footing outline and numbered 7 through 12, representing the pile layout supporting the footing. No dimensions or additional notes are visible in this crop."
}

p18_r06Plan

  • footingFOOTING 4×1rectangularreinforced concreteShown as a rotated square/rectangle in plan with a centerline dashed axis through it
crop

p18_r07

page 18 · other_p18_r07
Original
p18_r07
{
  "view": "Table",
  "objects": [
    {
      "name": "Pile",
      "tag": "1-12",
      "shape": "",
      "material": "",
      "count": 48,
      "note": "Pile numbers 1 through 12 repeated in each of four bent tables (1 LEFT/1 RIGHT combined, 2 LEFT, 2 RIGHT, 3 LEFT); tip elevation and bottom-of-footing elevation columns are blank (as-built data not yet filled in)"
    },
    {
      "name": "Bent",
      "tag": "1 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations listed as BEAM 1 through BEAM 6"
    },
    {
      "name": "Bent",
      "tag": "1 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations listed as BEAM 7 through BEAM 12"
    },
    {
      "name": "Bent",
      "tag": "2 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations grouped as FOOTING 1 (piles 1-6) and FOOTING 2 (piles 7-12)"
    },
    {
      "name": "Bent",
      "tag": "2 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations grouped as FOOTING 3 (piles 1-6) and FOOTING 4 (piles 7-12)"
    },
    {
      "name": "Bent",
      "tag": "3 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations grouped as FOOTING 1 (piles 1-6) and FOOTING 2 (piles 7-12)"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Appears under both 2 LEFT and 3 LEFT bent tables"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 2",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Appears under both 2 LEFT and 3 LEFT bent tables"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Under 2 RIGHT bent table"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Under 2 RIGHT bent table"
    },
    {
      "name": "Bridge",
      "tag": "SR 21 @ NS #620272Y",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in title block; no structural drawing of the bridge itself in this crop"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION",
    "BRIDGE NO. I LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201 ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375  FAX: 770-442-0761",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "AS-BUILT FOUNDATION INFORMATION",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0018",
    "BRIDGE SHEET 18 OF 21",
    "MAY 2025",
    "NO SCALE",
    "DESIGNED UP",
    "CHECKED AS",
    "REVIEWED DLC/SKG",
    "DRAWN EPR",
    "DESIGN GROUP JBK",
    "APPROVED DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "aruna sastry",
    "5/28/2025",
    "4:53:46 PM"
  ],
  "description": "This crop shows four identical as-built pile foundation schedule tables for bridge bents 1 LEFT/1 RIGHT, 2 LEFT, 2 RIGHT, and 3 LEFT, each listing pile location (beam or footing designation), pile number 1-12, and blank columns for pile tip elevation and bottom-of-footing elevation to be field-recorded. The right side contains the standard Georgia DOT title block identifying the sheet as 'AS-BUILT FOUNDATION INFORMATION' for bridge SR 21 @ NS #620272Y in Jenkins County, drawing 35-0018, sheet 18 of 21, prepared by Sastry & Associates, Inc. No plan or elevation view of the bridge itself is included in this crop."
}

p18_r07Table

  • FootingFOOTING 1×2Appears under both 2 LEFT and 3 LEFT bent tables
  • FootingFOOTING 2×2Appears under both 2 LEFT and 3 LEFT bent tables
  • FootingFOOTING 3×1Under 2 RIGHT bent table
  • FootingFOOTING 4×1Under 2 RIGHT bent table