Drawing to BOQpipeline control sheet
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GDOT21

gdot_plan-ab5a9057847f41e3bb9d0ead3c6f2c22 · Bridge

Models

Step 1 sends drawing crops, so it needs a model that can see them. Steps 2 and 3 send step 1’s readings as text — a text-only model with a large context is a fair answer there.

1Read the crops408 crops · all read · 1932 objects · 4678 measurementsconfigured openai/gpt-5.6-terra-pro · about $4.65 for 408 crops · default

Every cropped image from the cropping run, page by page, with what the model read off it: view, objects, measurements, notes and labels. Click a crop to see it beside its JSON.

All 408 crops read.

408crops408read1932objects found4678measurements5,837,007tokens in1,775,838tokens out

Validation — 343 of 408 crops match at least one agent · ~893 billed calls · Reinforcement 204 · Concrete 238 · Dimension LF 234

Page 122 crops · 2 read
item · 1937 × 1229

Sheet Title Block

page 12 · sheet_title_block_p12_r13
Original
Sheet Title Block
{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "S&A Atlanta",
    "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",
    "BEARING PAD DETAILS",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO.",
    "35-0012",
    "BRIDGE SHEET",
    "12 OF 21",
    "NO SCALE",
    "APRIL 2025",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0012.dgn",
    "GEORGIA REGISTERED No.19371 PROFESSIONAL ENGINEER ARUNA SASTRY"
  ],
  "description": "This crop shows the sheet title block for a Georgia Department of Transportation bridge drawing. The sheet is titled \"BEARING PAD DETAILS\" for SR 21 @ NS #620272Y in Jenkins County, project 0019181; it is Bridge Sheet 12 of 21, Drawing No. 35-0012."
}

Sheet Title Block

done

sheet_title_block_p12_r13

Title Block35 labels

This crop shows the sheet title block for a Georgia Department of Transportation bridge drawing. The sheet is titled "BEARING PAD DETAILS" for SR 21 @ NS #620272Y in Jenkins County, project 0019181; it is Bridge Sheet 12 of 21, Drawing No. 35-0012.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

BRIDGE NO. LT. AND RT.S&A AtlantaSASTRY & ASSOCIATES, INC.11030 JONES BRIDGE ROAD, SUITE 201ALPHARETTA, GA 30022PHONE: 678-366-9375FAX: 770-442-0761GEORGIADEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESBEARING PAD DETAILSSR 21 @ NS #620272YJENKINS COUNTY0019181DRAWING NO.35-0012BRIDGE SHEET12 OF 21NO SCALEAPRIL 2025DESIGNEDUPDRAWNEPRCHECKEDASDESIGN GROUPJBKREVIEWEDDLC/SKGAPPROVEDDPD1 INCH WHEN PRINTED FULL SIZE0019181_0012.dgnGEORGIA REGISTERED No.19371 PROFESSIONAL ENGINEER ARUNA SASTRY

openai/gpt-5.6-terra-pro · 15861 tokens · 9.9s

item · 1437 × 1136

Sheet Title Block

page 12 · sheet_title_block_p12_r14
Original
Sheet Title Block
{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "S&A Atlanta",
    "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",
    "BEARING PAD DETAILS",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "NO SCALE",
    "APRIL 2025",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "WHEN PRINTED FULL SIZE",
    "0019181_0012.dgn"
  ],
  "description": "This crop shows the lower-right title block for a Georgia Department of Transportation bridge drawing. The sheet is titled \"BEARING PAD DETAILS\" for SR 21 @ NS #620272Y in Jenkins County, with project number 0019181 and date April 2025."
}

Sheet Title Block

done

sheet_title_block_p12_r14

Title Block33 labels

This crop shows the lower-right title block for a Georgia Department of Transportation bridge drawing. The sheet is titled "BEARING PAD DETAILS" for SR 21 @ NS #620272Y in Jenkins County, with project number 0019181 and date April 2025.

Objects · 0

No objects read. Edit to add one.

Measurements · 0

No measurements read. Edit to add one.

Labels

BRIDGE NO. LT. AND RT.S&A AtlantaSASTRY & ASSOCIATES, INC.11030 JONES BRIDGE ROAD, SUITE 201ALPHARETTA, GA 30022PHONE: 678-366-9375FAX: 770-442-0761GEORGIADEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESBEARING PAD DETAILSSR 21 @ NS #620272YJENKINS COUNTY0019181NO SCALEAPRIL 2025DATEREVISIONSBYDESIGNEDUPDRAWNEPRCHECKEDASDESIGN GROUPJBKREVIEWEDDLC/SKGAPPROVEDDPDWHEN PRINTED FULL SIZE0019181_0012.dgn

openai/gpt-5.6-terra-pro · 12874 tokens · 9.4s

Page 1320 crops · 20 read
item · 3199 × 2271

bent 1 left

page 13 · bent_1_left
Original
bent 1 left
{
  "view": "Unclear",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular, skewed in plan",
      "material": "",
      "count": 1,
      "note": "Shown in plan and elevation for Bent 1 Left."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six pile locations are visible in the elevation."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Typical dowel/hole callout shown at beam locations."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15A, TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15B",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15B."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15C",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15C."
    },
    {
      "name": "reinforcement bar",
      "tag": "#11",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Reinforcement callouts at equal spaces and typical each bay."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Reinforcement callouts include 4-#10 and 4-#10 over each pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#12."
    }
  ],
  "measurements": [
    {
      "label": "horizontal distance to SR 21",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 / bridge location"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1 Left"
    },
    {
      "label": "station",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "℄ BRG."
    },
    {
      "label": "station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "BEGIN BRIDGE B.F.P.R. BENT 1"
    },
    {
      "label": "end dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "end dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "bent cap ends"
    },
    {
      "label": "end dimension",
      "value": "6'-10½\"",
      "unit": "",
      "appliesTo": "left end bay"
    },
    {
      "label": "end dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "right end bay"
    },
    {
      "label": "bay spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bent cap / beam spacing"
    },
    {
      "label": "bay spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "bent cap / beam spacing"
    },
    {
      "label": "overall length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "2'-9⅜\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "typical dimension",
      "value": "2¾\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "B.F.P.R. offset"
    },
    {
      "label": "dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "end dimension",
      "value": "9/16\"",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 189.16",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "elevation",
      "value": "EL. 189.23",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.52",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.39",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.10",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "right end"
    },
    {
      "label": "elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "right end"
    },
    {
      "label": "elevation",
      "value": "EL. 183.75",
      "unit": "",
      "appliesTo": "left pile/end"
    },
    {
      "label": "elevation",
      "value": "EL. 182.98",
      "unit": "",
      "appliesTo": "right pile/end"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "over each pile"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "at EQ. SPACES"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "typical"
    },
    {
      "label": "reinforcement quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "at EQ. SPS., TYP. EA. BAY"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "right end"
    },
    {
      "label": "dimension",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile spacing/offset"
    },
    {
      "label": "dimension",
      "value": "2'-10⅛\"",
      "unit": "",
      "appliesTo": "left end of elevation"
    },
    {
      "label": "dimension",
      "value": "3'-3⅝\"",
      "unit": "",
      "appliesTo": "right end of elevation"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1½\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "SEE DETAIL 2 BRIDGE SHEET 16"
  ],
  "labels": [
    "℄ SR 21",
    "AHEAD",
    "SR 21 WB = PGL",
    "℄ BRG.",
    "BEGIN BRIDGE B.F.P.R. BENT 1 STA. 17+23.00",
    "B.F.P.R.",
    "℄ BEAM 6",
    "℄ BEAM 5",
    "℄ BEAM 4",
    "℄ BEAM 3",
    "℄ BEAM 2",
    "℄ BEAM 1",
    "PLAN",
    "(BENT 1 LEFT)",
    "A",
    "B",
    "ELEVATION",
    "(BENT 1 LEFT LOOKING BACK)",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop contains both a plan and an elevation of Bent 1 Left, rather than a single view type. The plan shows the skewed bent-cap layout and beam centerlines; the elevation shows the bent cap supported at six visible pile locations, with elevations, dimensions, reinforcement callouts, and typical smooth-dowel hole information."
}

bent 1 left

done

bent_1_leftSubstructureElevation

Unclear9 objects · 39 measurements · 3 notes · 20 labels

This crop contains both a plan and an elevation of Bent 1 Left, rather than a single view type. The plan shows the skewed bent-cap layout and beam centerlines; the elevation shows the bent cap supported at six visible pile locations, with elevations, dimensions, reinforcement callouts, and typical smooth-dowel hole information.

Objects · 9

MarkObjectNo.ShapeMaterialNote
bent cap1rectangular, skewed in planShown in plan and elevation for Bent 1 Left.
pile6rectangularSix pile locations are visible in the elevation.
smooth dowelcircularTypical dowel/hole callout shown at beam locations.
#15Areinforcement barlinearsteelCallout: 2-#15A, TYP.
#15Breinforcement barlinearsteelCallout: 2-#15B.
#15Creinforcement barlinearsteelCallout: 2-#15C.
#11reinforcement barlinearsteelReinforcement callouts at equal spaces and typical each bay.
#10reinforcement barlinearsteelReinforcement callouts include 4-#10 and 4-#10 over each pile.
#12reinforcement barlinearsteelCallout: 2-#12.

Measurements · 39

MeasurementValueApplies to
horizontal distance to SR 2122'-0"SR 21 / bridge location
skew angle81°-20'-05.0"Bent 1 Left
station17+26.35℄ BRG.
station17+23.00BEGIN BRIDGE B.F.P.R. BENT 1
end dimension5'-4¾"left end of bent cap
end dimension3'-0⅞"bent cap ends
end dimension6'-10½"left end bay
end dimension6'-10 9/16"right end bay
bay spacing7'-7 1/16"bent cap / beam spacing
bay spacing7'-7"bent cap / beam spacing
overall length44'-1 1/16"bent cap
dimension2'-9⅜"bent cap
typical dimension2¾"bent cap
dimension1'-6"B.F.P.R. offset
dimension3'-0"bent cap
end dimension9/16"right end of bent cap
elevationEL. 189.16left end
elevationEL. 189.23left end
elevationEL. 185.75bent cap
elevationEL. 185.65bent cap
elevationEL. 185.52bent cap
elevationEL. 185.39bent cap
elevationEL. 185.26bent cap
elevationEL. 185.10bent cap
elevationEL. 188.39right end
elevationEL. 188.45right end
elevationEL. 183.75left pile/end
elevationEL. 182.98right pile/end
reinforcement quantity4-#10over each pile
reinforcement quantity2-#12bent cap
reinforcement quantity2-#15Bleft end
reinforcement quantity4-#11at EQ. SPACES
reinforcement quantity4-#10bent cap
reinforcement quantity2-#15Atypical
reinforcement quantity7-#11at EQ. SPS., TYP. EA. BAY
reinforcement quantity2-#15Cright end
dimension10"pile spacing/offset
dimension2'-10⅛"left end of elevation
dimension3'-3⅝"right end of elevation

Labels

℄ SR 21AHEADSR 21 WB = PGL℄ BRG.BEGIN BRIDGE B.F.P.R. BENT 1 STA. 17+23.00B.F.P.R.℄ BEAM 6℄ BEAM 5℄ BEAM 4℄ BEAM 3℄ BEAM 2℄ BEAM 1PLAN(BENT 1 LEFT)ABELEVATION(BENT 1 LEFT LOOKING BACK)P.I. NO.0019181

Notes

  • FORM 3" DIA. X 12" DEEP HOLE FOR 1½" DIA. SMOOTH DOWEL, TYP.
  • SEE DETAIL 1 BRIDGE SHEET 16
  • SEE DETAIL 2 BRIDGE SHEET 16

openai/gpt-5.6-terra-pro · 36645 tokens · 58.2s

item · 3199 × 2271

bent 1 right

page 13 · bent_1_right
Original
bent 1 right
{
  "view": "Detail",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long rectangular member with curved end details in plan",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in plan and elevation for Bent 1 Right; member designation is not printed in this crop."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Six pile locations are visible below the bent cap in elevation."
    },
    {
      "name": "formed dowel holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 6,
      "note": "Typical formed holes are shown at the pile/beam-line locations in plan."
    },
    {
      "name": "reinforcement bars",
      "tag": "#10",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Callouts show 4-#10 over each pile and 4-#10."
    },
    {
      "name": "reinforcement bars",
      "tag": "#15A",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Callout: 2-#15A, TYP."
    },
    {
      "name": "reinforcement bars",
      "tag": "#15B",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Callout: 2-#15B."
    },
    {
      "name": "reinforcement bars",
      "tag": "#15C",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Callout: 2-#15C."
    },
    {
      "name": "reinforcement bars",
      "tag": "#11",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Callouts specify 4-#11 at equal spaces and 7-#11 at equal spaces, typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "formed hole diameter",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "formed dowel holes"
    },
    {
      "label": "formed hole depth",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "formed dowel holes"
    },
    {
      "label": "smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "formed dowel holes"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1 Right"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1 Right"
    },
    {
      "label": "dimension",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "SR 21 EB = PGL alignment"
    },
    {
      "label": "station",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "dimension",
      "value": "3'-0 5/16\"",
      "unit": "ft-in",
      "appliesTo": "left end of bent cap plan"
    },
    {
      "label": "dimension",
      "value": "5'-4 3/4\"",
      "unit": "ft-in",
      "appliesTo": "right end of bent cap plan"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "dimension",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "dimension",
      "value": "2'-9 3/8\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "dimension",
      "value": "2 3/4\"",
      "unit": "in",
      "appliesTo": "bent cap plan, TYP."
    },
    {
      "label": "dimension",
      "value": "3'-0 7/8\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan end detail"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan beam spacing"
    },
    {
      "label": "dimension",
      "value": "6'-10 1/2\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "dimension",
      "value": "7'-7\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "dimension",
      "value": "6'-10 9/16\"",
      "unit": "ft-in",
      "appliesTo": "bent cap plan"
    },
    {
      "label": "overall length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "Bent 1 Right bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 188.03",
      "unit": "",
      "appliesTo": "left end vertical element"
    },
    {
      "label": "elevation",
      "value": "EL. 188.10",
      "unit": "",
      "appliesTo": "left end vertical element"
    },
    {
      "label": "elevation",
      "value": "EL. 184.75",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 184.96",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.13",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.30",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.47",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.62",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 189.00",
      "unit": "",
      "appliesTo": "right end vertical element"
    },
    {
      "label": "elevation",
      "value": "EL. 189.11",
      "unit": "",
      "appliesTo": "right end vertical element"
    },
    {
      "label": "elevation",
      "value": "EL. 182.59",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 183.62",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "over each pile"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "reinforcement, TYP."
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "left end reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "right end reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "left end reinforcement at equal spaces"
    },
    {
      "label": "reinforcement quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "reinforcement at equal spaces, TYP. EA. BAY"
    },
    {
      "label": "spacing",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "reinforcement, TYP."
    },
    {
      "label": "dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "left end of elevation"
    },
    {
      "label": "dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "elevation beam spacing"
    },
    {
      "label": "dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "right end of elevation"
    },
    {
      "label": "overall length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "Bent 1 Right elevation"
    }
  ],
  "notes": [
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 2 BRIDGE SHEET 16"
  ],
  "labels": [
    "PLAN",
    "(BENT 1 RIGHT)",
    "ELEVATION",
    "(BENT 1 RIGHT LOOKING BACK)",
    "AHEAD",
    "SR 21 EB = PGL",
    "℄ BRG.",
    "℄ BEAM 12",
    "℄ BEAM 11",
    "℄ BEAM 10",
    "℄ BEAM 9",
    "℄ BEAM 8",
    "℄ BEAM 7",
    "A",
    "B",
    "B.F.P.R.",
    "BEGIN B.F.P.R. STA. 17+… (partial)"
  ],
  "description": "This crop contains a plan and elevation detail of the Bent 1 Right substructure, including a continuous bent cap supported by six visible piles. The plan establishes beam centerlines, skew and cap geometry, while the elevation shows the stepped cap elevations, pile locations, reinforcement callouts, and end details."
}

bent 1 right

done

bent_1_rightSubstructureElevation

Detail8 objects · 42 measurements · 3 notes · 17 labels

This crop contains a plan and elevation detail of the Bent 1 Right substructure, including a continuous bent cap supported by six visible piles. The plan establishes beam centerlines, skew and cap geometry, while the elevation shows the stepped cap elevations, pile locations, reinforcement callouts, and end details.

Objects · 8

MarkObjectNo.ShapeMaterialNote
bent cap1long rectangular member with curved end details in planreinforced concreteShown in plan and elevation for Bent 1 Right; member designation is not printed in this crop.
piles6H-sectionSix pile locations are visible below the bent cap in elevation.
formed dowel holes6circularTypical formed holes are shown at the pile/beam-line locations in plan.
#10reinforcement barslinear barCallouts show 4-#10 over each pile and 4-#10.
#15Areinforcement barslinear barCallout: 2-#15A, TYP.
#15Breinforcement barslinear barCallout: 2-#15B.
#15Creinforcement barslinear barCallout: 2-#15C.
#11reinforcement barslinear barCallouts specify 4-#11 at equal spaces and 7-#11 at equal spaces, typical each bay.

Measurements · 42

MeasurementValueUnitApplies to
formed hole diameter3"informed dowel holes
formed hole depth12"informed dowel holes
smooth dowel diameter1 1/2"informed dowel holes
skew angle81°-20'-05.0"Bent 1 Right
skew angle81°-20'-05.0"Bent 1 Right
dimension22'-0"ft-inSR 21 EB = PGL alignment
station17+19.65SR 21 EB = PGL
dimension3'-0 5/16"ft-inleft end of bent cap plan
dimension5'-4 3/4"ft-inright end of bent cap plan
dimension1'-6"ft-inbent cap plan
dimension3'-0"ft-inbent cap plan
dimension2'-9 3/8"ft-inbent cap plan
dimension2 3/4"inbent cap plan, TYP.
dimension3'-0 7/8"ft-inbent cap plan end detail
dimension7'-7 1/16"ft-inbent cap plan beam spacing
dimension6'-10 1/2"ft-inbent cap plan
dimension7'-7"ft-inbent cap plan
dimension6'-10 9/16"ft-inbent cap plan
overall length44'-1 1/16"ft-inBent 1 Right bent cap
elevationEL. 188.03left end vertical element
elevationEL. 188.10left end vertical element
elevationEL. 184.75bent cap
elevationEL. 184.96bent cap
elevationEL. 185.13bent cap
elevationEL. 185.30bent cap
elevationEL. 185.47bent cap
elevationEL. 185.62bent cap
elevationEL. 189.00right end vertical element
elevationEL. 189.11right end vertical element
elevationEL. 182.59left end of bent cap
elevationEL. 183.62right end of bent cap
reinforcement quantity4-#10over each pile
reinforcement quantity2-#15Areinforcement, TYP.
reinforcement quantity2-#15Bleft end reinforcement
reinforcement quantity2-#15Cright end reinforcement
reinforcement quantity4-#11left end reinforcement at equal spaces
reinforcement quantity7-#11reinforcement at equal spaces, TYP. EA. BAY
spacing10"inreinforcement, TYP.
dimension2'-10 1/8"ft-inleft end of elevation
dimension7'-7 1/16"ft-inelevation beam spacing
dimension3'-3 5/8"ft-inright end of elevation
overall length44'-1 1/16"ft-inBent 1 Right elevation

Labels

PLAN(BENT 1 RIGHT)ELEVATION(BENT 1 RIGHT LOOKING BACK)AHEADSR 21 EB = PGL℄ BRG.℄ BEAM 12℄ BEAM 11℄ BEAM 10℄ BEAM 9℄ BEAM 8℄ BEAM 7ABB.F.P.R.BEGIN B.F.P.R. STA. 17+… (partial)

Notes

  • SEE DETAIL 1 BRIDGE SHEET 16
  • FORM 3" DIA. X 12" DEEP HOLE FOR 1 1/2" DIA. SMOOTH DOWEL, TYP.
  • SEE DETAIL 2 BRIDGE SHEET 16

openai/gpt-5.6-terra-pro · 40874 tokens · 65.5s

item · 1858 × 1137

Cap Coping Wingwall

page 13 · cap_coping_wingwall_p13_r06
Original
Cap Coping Wingwall
{
  "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."
}

Cap Coping Wingwall

done

cap_coping_wingwall_p13_r06Substructure

Section6 objects · 11 measurements · 5 labels

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.

Objects · 6

MarkObjectNo.ShapeNote
cap1rectangular with chamfered cornersLabeled CAP.
vertical supports beneath cap2rectangularLower portions are interrupted by break symbols.
tapered transition between cap and wall1haunched/tapered
coping1rectangularLabeled COPING.
wall1vertical rectangularFront face is called out; wall continues below the crop.
4-#10reinforcement bars4straightShown only in the partial Section B-B at left.

Measurements · 11

MeasurementValueApplies to
horizontal dimension3'-0"Partial Section B-B at left
minimum clear cover2" MIN. CL.Partial Section B-B at left
typical vertical dimension1'-0" TYP.Partial Section B-B at left
minimum vertical dimension2'-0" MIN.Partial Section B-B at left
clear cover, 3 sides2" CL. 3 SIDESPartial Section B-B at left
horizontal dimension1'-6"Partial Section B-B at left
minimum horizontal dimension6'-0" MIN.Cap-to-wall section
horizontal dimension3'-0"CAP
minimum vertical dimension2'-0" MIN.CAP
scale3/4" = 1'-0"SECTION AT END BENT AND WALL
scale3/4" = 1'-0"Partial SECTION B-B

Labels

B.F.P.R.SECTION AT END BENT AND WALLSCALE: 3/4" = 1'-0"SECTION B-B (partial)FRONT FACE OF WALL

openai/gpt-5.6-terra-pro · 22567 tokens · 42.4s

item · 1087 × 1435

End Bent Cap

page 13 · end_bent_cap_p13_r07
Original
End Bent Cap
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "end bent cap",
      "tag": "",
      "shape": "rectangular with rounded outside corners",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Section A-A."
    },
    {
      "name": "vertical column or stem",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Only the upper portion beneath the cap is visible."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-#12",
      "shape": "straight bar",
      "material": "steel",
      "count": 2,
      "note": "Two bars shown at the top of the cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "4#10",
      "shape": "straight bar",
      "material": "steel",
      "count": 4,
      "note": "Callout at left side of cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-#10",
      "shape": "straight bar",
      "material": "steel",
      "count": 4,
      "note": "Callout at right side of cap."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "end bent cap"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "end bent cap"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "end bent cap"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "end bent cap reinforcement"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "end bent cap"
    },
    {
      "label": "minimum overall depth",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "end bent cap"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "end bent cap reinforcement"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "end bent cap"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "end bent cap"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "1'-0\" TYP.",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows Section A-A through a reinforced-concrete end bent cap and the upper portion of a centered rectangular vertical stem or column. The section documents cap dimensions, reinforcement callouts, and concrete clear-cover requirements."
}

End Bent Cap

done

end_bent_cap_p13_r07Substructurecross section

Cross Section5 objects · 10 measurements · 3 notes · 2 labels

This crop shows Section A-A through a reinforced-concrete end bent cap and the upper portion of a centered rectangular vertical stem or column. The section documents cap dimensions, reinforcement callouts, and concrete clear-cover requirements.

Objects · 5

MarkObjectNo.ShapeMaterialNote
end bent cap1rectangular with rounded outside cornersreinforced concreteShown in Section A-A.
vertical column or stem1rectangularreinforced concreteOnly the upper portion beneath the cap is visible.
2-#12reinforcement bar2straight barsteelTwo bars shown at the top of the cap.
4#10reinforcement bar4straight barsteelCallout at left side of cap.
4-#10reinforcement bar4straight barsteelCallout at right side of cap.

Measurements · 10

MeasurementValueApplies to
overall width3'-0"end bent cap
half width1'-6"end bent cap
half width1'-6"end bent cap
minimum clear cover2"end bent cap reinforcement
typical vertical dimension1'-0"end bent cap
minimum overall depth2'-0"end bent cap
clear cover, 3 sides2"end bent cap reinforcement
half width1'-6"end bent cap
half width1'-6"end bent cap
scale3/4" = 1'-0"SECTION A-A

Labels

SECTION A-ASCALE: 3/4" = 1'-0"

Notes

  • 2" MIN. CL.
  • 1'-0" TYP.
  • 2" CL. 3 SIDES

openai/gpt-5.6-terra-pro · 22116 tokens · 38.6s

item · 768 × 844

End Bent Cap

page 13 · end_bent_cap_p13_r08
Original
End Bent Cap
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "reinforced concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Rectangular reinforced-concrete section with rounded/chamfered outside corners as drawn."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#12",
      "shape": "circular bar sections",
      "material": "steel",
      "count": 2,
      "note": "Two bar sections shown near the top face."
    },
    {
      "name": "reinforcement bars",
      "tag": "4-#11",
      "shape": "circular bar sections",
      "material": "steel",
      "count": 4,
      "note": "Four bar sections shown at the section corners."
    },
    {
      "name": "reinforcement bars",
      "tag": "4-#10",
      "shape": "bent/rectangular bar shape",
      "material": "steel",
      "count": 4,
      "note": "Callout leaders indicate the internal bent bar shape."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#5 SERIES",
      "shape": "circular bar sections with vertical legs",
      "material": "steel",
      "count": 2,
      "note": "Two lower bar sections and vertical legs are shown."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3’-0”",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum cover/callout, partial",
      "value": "2” MIN. C",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "overall minimum depth",
      "value": "2’-0” MIN.",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "typical vertical dimension",
      "value": "1’-0” TYP.",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "clear cover, three sides",
      "value": "2” CL. 3 SIDES",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "horizontal dimension, left of centerline",
      "value": "1’-6”",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "horizontal dimension, right of centerline",
      "value": "1’-6”",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "scale",
      "value": "3/4” = 1’-0”",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "2” MIN. C (partial; text is cropped).",
    "2” CL. 3 SIDES."
  ],
  "labels": [
    "SECTION B-B",
    "SCALE: 3/4” = 1’-0”"
  ],
  "description": "This crop shows SECTION B-B, a cross section through a rectangular reinforced-concrete member with its reinforcing-bar arrangement. The section documents the member overall size, cover requirements, internal reinforcing, and lower bar spacing about the centerline."
}

End Bent Cap

done

end_bent_cap_p13_r08Substructurecross section

Cross Section5 objects · 8 measurements · 2 notes · 2 labels

This crop shows SECTION B-B, a cross section through a rectangular reinforced-concrete member with its reinforcing-bar arrangement. The section documents the member overall size, cover requirements, internal reinforcing, and lower bar spacing about the centerline.

Objects · 5

MarkObjectNo.ShapeMaterialNote
reinforced concrete member1rectangularreinforced concreteRectangular reinforced-concrete section with rounded/chamfered outside corners as drawn.
2-#12reinforcement bars2circular bar sectionssteelTwo bar sections shown near the top face.
4-#11reinforcement bars4circular bar sectionssteelFour bar sections shown at the section corners.
4-#10reinforcement bars4bent/rectangular bar shapesteelCallout leaders indicate the internal bent bar shape.
2-#5 SERIESreinforcement bars2circular bar sections with vertical legssteelTwo lower bar sections and vertical legs are shown.

Measurements · 8

MeasurementValueApplies to
overall width3’-0”reinforced concrete member
minimum cover/callout, partial2” MIN. Creinforced concrete member
overall minimum depth2’-0” MIN.reinforced concrete member
typical vertical dimension1’-0” TYP.reinforced concrete member
clear cover, three sides2” CL. 3 SIDESreinforced concrete member
horizontal dimension, left of centerline1’-6”reinforced concrete member
horizontal dimension, right of centerline1’-6”reinforced concrete member
scale3/4” = 1’-0”SECTION B-B

Labels

SECTION B-BSCALE: 3/4” = 1’-0”

Notes

  • 2” MIN. C (partial; text is cropped).
  • 2” CL. 3 SIDES.

openai/gpt-5.6-terra-pro · 19141 tokens · 40.2s

item · 1435 × 670

End Bent 1

page 13 · end_bent_p13_r11
Original
End Bent 1
{
  "view": "Table",
  "objects": [
    {
      "name": "Class AA concrete",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Quantity listed for Bent 1 LT. and Bent 1 RT."
    },
    {
      "name": "Bar reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Quantity listed for Bent 1 LT. and Bent 1 RT."
    }
  ],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 1 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 1 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 1 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 1 RT."
    }
  ],
  "notes": [
    "I25 AT BENT 1R IS ACHIEVED."
  ],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 1 LT.",
    "BENT 1 RT.",
    "DRAWING N partial",
    "35-0013",
    "BRIDGE SHE partial",
    "13 OF 2 partial",
    "1 IN"
  ],
  "description": "This crop shows a substructure quantities table for Bent 1 left and right. It lists Class AA concrete and bar reinforcing steel quantities for each bent location; no bent geometry or other structural details are shown in this crop."
}

End Bent 1

done

end_bent_p13_r11Substructure

Table2 objects · 4 measurements · 1 note · 9 labels

This crop shows a substructure quantities table for Bent 1 left and right. It lists Class AA concrete and bar reinforcing steel quantities for each bent location; no bent geometry or other structural details are shown in this crop.

Objects · 2

ObjectMaterialNote
Class AA concreteconcreteQuantity listed for Bent 1 LT. and Bent 1 RT.
Bar reinforcing steelreinforcing steelQuantity listed for Bent 1 LT. and Bent 1 RT.

Measurements · 4

MeasurementValueUnitApplies to
CY CLASS AA CONCRETE12.0CYBENT 1 LT.
CY CLASS AA CONCRETE12.0CYBENT 1 RT.
LB BAR REINF STEEL1434LBBENT 1 LT.
LB BAR REINF STEEL1434LBBENT 1 RT.

Labels

SUBSTRUCTURE QUANTITIESITEMBENT 1 LT.BENT 1 RT.DRAWING N partial35-0013BRIDGE SHE partial13 OF 2 partial1 IN

Notes

  • I25 AT BENT 1R IS ACHIEVED.

openai/gpt-5.6-terra-pro · 11906 tokens · 23.4s

crop · 3175 × 1565

p13_r01 plan of end bent 1 cap and pile spacing right side

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r01_plan_of_end_bent_1_cap_and_pile_spacing_right_side
Original
p13_r01 plan of end bent 1 cap and pile spacing right side
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 1 RIGHT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Long transverse cap shown in plan."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Pile center locations are shown within the bent cap."
    },
    {
      "name": "beam",
      "tag": "BEAM 7, BEAM 8, BEAM 9, BEAM 10, BEAM 11, BEAM 12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by beam centerlines."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout states 4-#10 over each pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Only the callout is visible in this crop."
    }
  ],
  "measurements": [
    {
      "label": "Skew angle, typical",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "1'-6”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Typical dimension",
      "value": "2 3/4”",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "End dimension",
      "value": "3'-0 7/8”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Typical beam spacing",
      "value": "7'-7 1/16”",
      "unit": "",
      "appliesTo": "BEAM 7, BEAM 8, BEAM 9, BEAM 10, BEAM 11, BEAM 12"
    },
    {
      "label": "Beam spacing",
      "value": "6'-10 1/2”",
      "unit": "",
      "appliesTo": "BEAM 7, BEAM 12"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7”",
      "unit": "",
      "appliesTo": "BEAM 7, BEAM 8, BEAM 9, BEAM 10, BEAM 11, BEAM 12"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Left end vertical dimension",
      "value": "3'-0 7/16”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Right end vertical dimension",
      "value": "5'-1 3/4”",
      "unit": "",
      "appliesTo": "BENT 1 RIGHT"
    },
    {
      "label": "Station",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "℄ SR 21 EB = PGL"
    },
    {
      "label": "Dimension ahead",
      "value": "22'-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dowel-hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Dowel-hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Reinforcement",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Reinforcement",
      "value": "2-#12",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 188.03",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 188.10",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 184.75",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 184.96",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.13",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.30",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.47",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 185.62",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. 189.00",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "EL. EL. 189.11",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "SEE DETAIL 2 BRIDGE SHEET 16",
    "4-#10 OVER EACH PILE"
  ],
  "labels": [
    "PLAN",
    "(BENT 1 RIGHT)",
    "B.F.P.R.",
    "℄ BRG.",
    "℄ SR 21 EB = PGL",
    "AHEAD",
    "STA. 17+19.65",
    "A",
    "B",
    "BEGIN B.F.P.R. STA. 17... partial",
    "℄ SR 21... partial"
  ],
  "description": "This crop shows the plan view for BENT 1 RIGHT, including a rectangular transverse bent cap, four pile center locations, and centerlines for BEAM 7 through BEAM 12. The lower edge of the crop includes only partial adjacent section/elevation information and associated elevation and reinforcement callouts."
}

p13_r01 plan of end bent 1 cap and pile spacing right side

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r01_plan_of_end_bent_1_cap_and_pile_spacing_right_side

Plan5 objects · 29 measurements · 4 notes · 11 labels

This crop shows the plan view for BENT 1 RIGHT, including a rectangular transverse bent cap, four pile center locations, and centerlines for BEAM 7 through BEAM 12. The lower edge of the crop includes only partial adjacent section/elevation information and associated elevation and reinforcement callouts.

Objects · 5

MarkObjectNo.ShapeNote
BENT 1 RIGHTbent cap1rectangularLong transverse cap shown in plan.
pile4circularPile center locations are shown within the bent cap.
BEAM 7, BEAM 8, BEAM 9, BEAM 10, BEAM 11, BEAM 12beam6Shown by beam centerlines.
#10reinforcement barCallout states 4-#10 over each pile.
#12reinforcement bar2Only the callout is visible in this crop.

Measurements · 29

MeasurementValueApplies to
Skew angle, typical81°-20'-05.0”BENT 1 RIGHT
Dimension1'-6”BENT 1 RIGHT
Dimension3'-0”BENT 1 RIGHT
Typical dimension2 3/4”pile
Dimension2'-9 3/8”BENT 1 RIGHT
End dimension3'-0 7/8”BENT 1 RIGHT
Typical beam spacing7'-7 1/16”BEAM 7, BEAM 8, BEAM 9, BEAM 10, BEAM 11, BEAM 12
Beam spacing6'-10 1/2”BEAM 7, BEAM 12
Beam spacing7'-7”BEAM 7, BEAM 8, BEAM 9, BEAM 10, BEAM 11, BEAM 12
Overall length44'-1 1/16”BENT 1 RIGHT
Left end vertical dimension3'-0 7/16”BENT 1 RIGHT
Right end vertical dimension5'-1 3/4”BENT 1 RIGHT
Station17+19.65℄ SR 21 EB = PGL
Dimension ahead22'-0”
Dowel-hole diameter3”pile
Dowel-hole depth12”pile
Smooth dowel diameter1 1/2”pile
Reinforcement4-#10pile
Reinforcement2-#12
ElevationEL. 188.03
ElevationEL. 188.10
ElevationEL. 184.75
ElevationEL. 184.96
ElevationEL. 185.13
ElevationEL. 185.30
ElevationEL. 185.47
ElevationEL. 185.62
ElevationEL. 189.00
ElevationEL. EL. 189.11

Labels

PLAN(BENT 1 RIGHT)B.F.P.R.℄ BRG.℄ SR 21 EB = PGLAHEADSTA. 17+19.65ABBEGIN B.F.P.R. STA. 17... partial℄ SR 21... partial

Notes

  • FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.
  • SEE DETAIL 1 BRIDGE SHEET 16
  • SEE DETAIL 2 BRIDGE SHEET 16
  • 4-#10 OVER EACH PILE

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p13_r02 plan of end bent 1 cap and pile spacing left side

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r02_plan_of_end_bent_1_cap_and_pile_spacing_left_side
Original
p13_r02 plan of end bent 1 cap and pile spacing left side
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap / bent",
      "tag": "BENT 1",
      "shape": "long rectangular",
      "material": "",
      "count": 1,
      "note": "Plan is identified as BENT 1 LEFT; B.F.P.R. is shown along the long face."
    },
    {
      "name": "beam",
      "tag": "BEAM 1–BEAM 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by six labeled beam centerlines crossing the bent."
    },
    {
      "name": "smooth dowel hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Four hole symbols are visible; callout states holes are typical for smooth dowels."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only partial pile/detail graphics are visible below the plan."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Partial lower-detail callout reads 4-#10 OVER EACH PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Partial lower-detail callout reads 2-#12."
    }
  ],
  "measurements": [
    {
      "label": "dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "distance between the two shown alignment reference lines"
    },
    {
      "label": "angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "SR 21 / bridge skew angle"
    },
    {
      "label": "station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "BEGIN BRIDGE, B.F.P.R. BENT 1"
    },
    {
      "label": "station",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL, ℄ BRG."
    },
    {
      "label": "angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bridge angle, TYP."
    },
    {
      "label": "dimension",
      "value": "15'-4¾\"",
      "unit": "",
      "appliesTo": "left end of bent"
    },
    {
      "label": "dimension",
      "value": "2'-9⅜\"",
      "unit": "",
      "appliesTo": "shown offset at left-center portion of bent"
    },
    {
      "label": "dimension",
      "value": "2¾\"",
      "unit": "",
      "appliesTo": "shown spacing, TYP."
    },
    {
      "label": "dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "outer offset from bent end to beam centerline; shown at both ends"
    },
    {
      "label": "spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "beam centerline spacing; repeated between shown beams"
    },
    {
      "label": "dimension",
      "value": "6'-10½\"",
      "unit": "",
      "appliesTo": "left end-to-beam-centerline layout dimension"
    },
    {
      "label": "dimension",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "beam layout dimension; repeated"
    },
    {
      "label": "dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "right beam-centerline-to-end layout dimension"
    },
    {
      "label": "dimension",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "overall bent length"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "B.F.P.R. offset; shown twice"
    },
    {
      "label": "dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "shown width between the two 1'-6\" offsets"
    },
    {
      "label": "dimension",
      "value": "5'-0 7/16\"",
      "unit": "",
      "appliesTo": "right end width"
    },
    {
      "label": "diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "formed hole"
    },
    {
      "label": "depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "formed hole"
    },
    {
      "label": "diameter",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "elevation",
      "value": "EL. 189.16",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 189.23",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "reinforcement over each pile"
    },
    {
      "label": "elevation",
      "value": "EL. 185.52",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.39",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.10",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "partial lower detail"
    }
  ],
  "notes": [
    "BEGIN BRIDGE B.F.P.R. BENT 1 STA. 17+23.00",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 2 BRIDGE SHEET 16",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "4-#10 OVER EACH PILE"
  ],
  "labels": [
    "℄ SR 21",
    "SR 21 WB = PGL",
    "STA. 17+26.35",
    "℄ BRG.",
    "B.F.P.R.",
    "PLAN",
    "(BENT 1 LEFT)",
    "A",
    "B",
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop primarily shows the plan of the left side of Bent 1, with the bent laid out across six beam centerlines and referenced to SR 21 and the bridge centerline. It also includes dowel-hole information, beam spacing and overall bent dimensions, plus the upper portions of partial lower pile/reinforcement details."
}

p13_r02 plan of end bent 1 cap and pile spacing left side

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r02_plan_of_end_bent_1_cap_and_pile_spacing_left_side

Plan6 objects · 32 measurements · 5 notes · 12 labels

This crop primarily shows the plan of the left side of Bent 1, with the bent laid out across six beam centerlines and referenced to SR 21 and the bridge centerline. It also includes dowel-hole information, beam spacing and overall bent dimensions, plus the upper portions of partial lower pile/reinforcement details.

Objects · 6

MarkObjectNo.ShapeNote
BENT 1bent cap / bent1long rectangularPlan is identified as BENT 1 LEFT; B.F.P.R. is shown along the long face.
BEAM 1–BEAM 6beam6Shown by six labeled beam centerlines crossing the bent.
smooth dowel hole4circularFour hole symbols are visible; callout states holes are typical for smooth dowels.
pilerectangularOnly partial pile/detail graphics are visible below the plan.
#10reinforcement bar4Partial lower-detail callout reads 4-#10 OVER EACH PILE.
#12reinforcement bar2Partial lower-detail callout reads 2-#12.

Measurements · 32

MeasurementValueApplies to
dimension22'-0"distance between the two shown alignment reference lines
angle81°-20'-05.0"SR 21 / bridge skew angle
station17+23.00BEGIN BRIDGE, B.F.P.R. BENT 1
station17+26.35SR 21 WB = PGL, ℄ BRG.
angle81°-20'-05.0"bridge angle, TYP.
dimension15'-4¾"left end of bent
dimension2'-9⅜"shown offset at left-center portion of bent
dimension2¾"shown spacing, TYP.
dimension3'-0⅞"outer offset from bent end to beam centerline; shown at both ends
spacing7'-7/16"beam centerline spacing; repeated between shown beams
dimension6'-10½"left end-to-beam-centerline layout dimension
dimension7'-7"beam layout dimension; repeated
dimension6'-10 9/16"right beam-centerline-to-end layout dimension
dimension44'-1 1/16"overall bent length
dimension1'-6"B.F.P.R. offset; shown twice
dimension3'-0"shown width between the two 1'-6" offsets
dimension5'-0 7/16"right end width
diameter3"formed hole
depth12"formed hole
diameter1½"smooth dowel
elevationEL. 189.16partial lower detail
elevationEL. 189.23partial lower detail
elevationEL. 185.75partial lower detail
elevationEL. 185.65partial lower detail
quantity4-#10reinforcement over each pile
elevationEL. 185.52partial lower detail
quantity2-#12partial lower detail
elevationEL. 185.39partial lower detail
elevationEL. 185.26partial lower detail
elevationEL. 185.10partial lower detail
elevationEL. 188.39partial lower detail
elevationEL. 188.45partial lower detail

Labels

℄ SR 21SR 21 WB = PGLSTA. 17+26.35℄ BRG.B.F.P.R.PLAN(BENT 1 LEFT)ABGDOTP.I. NO.0019181

Notes

  • BEGIN BRIDGE B.F.P.R. BENT 1 STA. 17+23.00
  • FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL, TYP.
  • SEE DETAIL 2 BRIDGE SHEET 16
  • SEE DETAIL 1 BRIDGE SHEET 16
  • 4-#10 OVER EACH PILE

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p13_r03 elevation bent 1 left looking back

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r03_elevation_bent_1_left_looking_back
Original
p13_r03 elevation bent 1 left looking back
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 1",
      "shape": "long rectangular member with stepped/sloping top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in elevation, left looking back."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular in elevation",
      "material": "",
      "count": 6,
      "note": "Piles are shown partially below the bent cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "#11",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callouts indicate 4-#11 at equal spaces at each end, 4-#11 over each pile, and 7-#11 at equal spaces typical each bay."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "straight",
      "material": "steel",
      "count": 4,
      "note": "Callout: 4-#10."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": "Callout: 2-#12."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15A",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": "Typical callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15B",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "#15C",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 189.16",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.23",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.52",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.39",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.10",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.75",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.98",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "spacing",
      "value": "10″, TYP.",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "length",
      "value": "2′-10 1/8″",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "bay spacing",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "length",
      "value": "3′-3 5/8″",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "overall length",
      "value": "44′-1 1/16″",
      "unit": "",
      "appliesTo": "BENT 1"
    }
  ],
  "notes": [
    "4-#11 AT EQ. SPACES",
    "4-#11 OVER EACH PILE",
    "4-#10",
    "2-#12",
    "2-#15A, TYP.",
    "2-#15B",
    "2-#15C",
    "7-#11 AT EQ. SPS. TYP. EA. BAY"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 1 LEFT LOOKING BACK)"
  ],
  "description": "This crop shows the elevation reinforcement layout for BENT 1, viewed left looking back. A reinforced-concrete bent cap is shown supported on six partially shown piles, with cap elevations, pile/bay spacing, overall length, and reinforcement callouts."
}

p13_r03 elevation bent 1 left looking back

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r03_elevation_bent_1_left_looking_back

Elevation8 objects · 17 measurements · 8 notes · 4 labels

This crop shows the elevation reinforcement layout for BENT 1, viewed left looking back. A reinforced-concrete bent cap is shown supported on six partially shown piles, with cap elevations, pile/bay spacing, overall length, and reinforcement callouts.

Objects · 8

MarkObjectNo.ShapeMaterialNote
BENT 1bent cap1long rectangular member with stepped/sloping top profilereinforced concreteShown in elevation, left looking back.
pile6rectangular in elevationPiles are shown partially below the bent cap.
#11reinforcement barstraightsteelCallouts indicate 4-#11 at equal spaces at each end, 4-#11 over each pile, and 7-#11 at equal spaces typical each bay.
#10reinforcement bar4straightsteelCallout: 4-#10.
#12reinforcement bar2straightsteelCallout: 2-#12.
#15Areinforcement bar2straightsteelTypical callout.
#15Breinforcement bar2straightsteel
#15Creinforcement bar2straightsteel

Measurements · 17

MeasurementValueApplies to
ElevationEL. 189.16BENT 1
ElevationEL. 189.23BENT 1
ElevationEL. 185.75BENT 1
ElevationEL. 185.65BENT 1
ElevationEL. 185.52BENT 1
ElevationEL. 185.39BENT 1
ElevationEL. 185.26BENT 1
ElevationEL. 185.10BENT 1
ElevationEL. 188.39BENT 1
ElevationEL. 188.45BENT 1
ElevationEL. 183.75BENT 1
ElevationEL. 182.98BENT 1
spacing10″, TYP.piles
length2′-10 1/8″BENT 1
bay spacing7′-7 1/16″BENT 1
length3′-3 5/8″BENT 1
overall length44′-1 1/16″BENT 1

Labels

ABELEVATION(BENT 1 LEFT LOOKING BACK)

Notes

  • 4-#11 AT EQ. SPACES
  • 4-#11 OVER EACH PILE
  • 4-#10
  • 2-#12
  • 2-#15A, TYP.
  • 2-#15B
  • 2-#15C
  • 7-#11 AT EQ. SPS. TYP. EA. BAY

openai/gpt-5.6-terra-pro · 26403 tokens · 49.8s

crop · 2550 × 963

p13_r04 elevation bent 1 right looking back

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r04_elevation_bent_1_right_looking_back
Original
p13_r04 elevation bent 1 right looking back
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 1",
      "shape": "long rectangular member with stepped and sloping top profile and raised rectangular end portions",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown supported on five vertical pile elements."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 5,
      "note": "Only the upper portions beneath the bent cap are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-#10",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Called out over each pile and at the bent cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-#12",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-#15A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-#15B",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-#15C",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "#11",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Called out at equal spaces at each end and at equal spaces typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "188.03",
      "unit": "EL.",
      "appliesTo": "left raised end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "188.10",
      "unit": "EL.",
      "appliesTo": "left raised end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "184.75",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "184.96",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "185.13",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "185.30",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "185.47",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "185.62",
      "unit": "EL.",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "189.00",
      "unit": "EL.",
      "appliesTo": "right raised end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "189.11",
      "unit": "EL. EL.",
      "appliesTo": "right raised end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "182.59",
      "unit": "EL.",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "Elevation",
      "value": "183.62",
      "unit": "EL.",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "Pile-end dimension",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile spacing at left end"
    },
    {
      "label": "Pile-end dimension",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile spacing at right end"
    },
    {
      "label": "End segment length",
      "value": "2′-10⅛″",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "Bay length",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "five pile bays"
    },
    {
      "label": "End segment length",
      "value": "3′-3⅝″",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "Overall length",
      "value": "44′-1 1/16″",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "each pile"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "Reinforcement quantity and spacing",
      "value": "4-#11 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "each end"
    },
    {
      "label": "Reinforcement quantity and spacing",
      "value": "7-#11 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "typical each bay"
    }
  ],
  "notes": [
    "4-#10 OVER EACH PILE",
    "2-#12",
    "4-#10",
    "2-#15A, TYP.",
    "2-#15B",
    "2-#15C",
    "4-#11 AT EQ. SPACES",
    "7-#11 AT EQ. SPS. TYP. EA. BAY"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 1 RIGHT LOOKING BACK)"
  ],
  "description": "This crop is an elevation of Bent 1, viewed looking back. It shows a reinforced concrete bent cap with raised end portions, supported on five visible piles, together with cap and pile reinforcement callouts, elevations, and pile-bay dimensions."
}

p13_r04 elevation bent 1 right looking back

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r04_elevation_bent_1_right_looking_back

Elevation8 objects · 25 measurements · 8 notes · 4 labels

This crop is an elevation of Bent 1, viewed looking back. It shows a reinforced concrete bent cap with raised end portions, supported on five visible piles, together with cap and pile reinforcement callouts, elevations, and pile-bay dimensions.

Objects · 8

MarkObjectNo.ShapeMaterialNote
BENT 1bent cap1long rectangular member with stepped and sloping top profile and raised rectangular end portionsreinforced concreteShown supported on five vertical pile elements.
pile5rectangularOnly the upper portions beneath the bent cap are shown.
4-#10reinforcement barlinearsteelCalled out over each pile and at the bent cap.
2-#12reinforcement barlinearsteel
2-#15Areinforcement barlinearsteelTypical.
2-#15Breinforcement barlinearsteel
2-#15Creinforcement barlinearsteel
#11reinforcement barlinearsteelCalled out at equal spaces at each end and at equal spaces typical each bay.

Measurements · 25

MeasurementValueUnitApplies to
Elevation188.03EL.left raised end of bent cap
Elevation188.10EL.left raised end of bent cap
Elevation184.75EL.bent cap
Elevation184.96EL.bent cap
Elevation185.13EL.bent cap
Elevation185.30EL.bent cap
Elevation185.47EL.bent cap
Elevation185.62EL.bent cap
Elevation189.00EL.right raised end of bent cap
Elevation189.11EL. EL.right raised end of bent cap
Elevation182.59EL.left end of bent cap
Elevation183.62EL.right end of bent cap
Pile-end dimension10″pile spacing at left end
Pile-end dimension10″pile spacing at right end
End segment length2′-10⅛″left end of bent cap
Bay length7′-7 1/16″five pile bays
End segment length3′-3⅝″right end of bent cap
Overall length44′-1 1/16″BENT 1
Reinforcement quantity4-#10each pile
Reinforcement quantity2-#12bent cap
Reinforcement quantity2-#15Abent cap
Reinforcement quantity2-#15Bleft end of bent cap
Reinforcement quantity2-#15Cright end of bent cap
Reinforcement quantity and spacing4-#11 AT EQ. SPACESeach end
Reinforcement quantity and spacing7-#11 AT EQ. SPS.typical each bay

Labels

ABELEVATION(BENT 1 RIGHT LOOKING BACK)

Notes

  • 4-#10 OVER EACH PILE
  • 2-#12
  • 4-#10
  • 2-#15A, TYP.
  • 2-#15B
  • 2-#15C
  • 4-#11 AT EQ. SPACES
  • 7-#11 AT EQ. SPS. TYP. EA. BAY

openai/gpt-5.6-terra-pro · 30761 tokens · 55.9s

crop · 1440 × 575

p13_r05 notes of general notes

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r05_notes_of_general_notes
Original
p13_r05 notes of general notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcement",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Maintain 2” clearance unless otherwise noted."
    },
    {
      "name": "end bents",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Drainage details referenced on GA. STD. 9037."
    }
  ],
  "measurements": [
    {
      "label": "clearance on all reinforcement",
      "value": "2”",
      "unit": "",
      "appliesTo": "reinforcement"
    }
  ],
  "notes": [
    "1. MAINTAIN 2” CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "2. SEE GA. STD. 9037 FOR DRAINAGE DETAILS AT END BENTS."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a notes block. It specifies reinforcement clearance and references Georgia Standard 9037 for drainage details at end bents."
}

p13_r05 notes of general notes

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r05_notes_of_general_notes

Notes2 objects · 1 measurement · 2 notes · 1 label

This crop is a notes block. It specifies reinforcement clearance and references Georgia Standard 9037 for drainage details at end bents.

Objects · 2

ObjectNote
reinforcementMaintain 2” clearance unless otherwise noted.
end bentsDrainage details referenced on GA. STD. 9037.

Measurements · 1

MeasurementValueApplies to
clearance on all reinforcement2”reinforcement

Labels

NOTES:

Notes

  • 1. MAINTAIN 2” CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.
  • 2. SEE GA. STD. 9037 FOR DRAINAGE DETAILS AT END BENTS.

openai/gpt-5.6-terra-pro · 9740 tokens · 14.9s

crop · 1811 × 1107

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 alignment

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r06_schematic_of_cap_coping_and_front_face_wall_alignment

Cross Section6 objects · 9 measurements · 4 labels

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.

Objects · 6

ObjectNo.ShapeNote
cap1rectangular with chamfered cornersLabeled CAP; reinforcement lines are shown within the cap.
vertical support members below cap2rectangularExtend below the crop with a break line.
connecting haunch or bracket between cap and wall1tapered and steppedConnects the cap to the wall/coping assembly.
coping1rectangularShown at the top of the wall.
wall1vertical rectangularFront face is identified; wall continues below the crop with a break line.
reinforcement barbent bar linesReinforcement is diagrammatically shown inside the cap; no bar mark is legible in this portion.

Measurements · 9

MeasurementValueApplies to
minimum horizontal distance from B.F.P.R. reference to wall6'-0" MIN.
cap width3'-0"cap
minimum cap height2'-0" MIN.cap
minimum clearance2" MIN.
typical vertical dimension1'-0"
clearance, 3 sides2"
horizontal dimension1'-6"
partial dimension at left crop edge3'-0"
scale3/4" = 1'-0"SECTION AT END BENT AND WALL

Labels

B.F.P.R.SECTION B-B (partial)SECTION AT END BENT AND WALLSCALE: 3/4" = 1'-0"

openai/gpt-5.6-terra-pro · 20822 tokens · 27.2s

crop · 1050 × 1407

p13_r07 section a a

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r07_section_a_a
Original
p13_r07 section a a
{
  "view": "Section",
  "objects": [
    {
      "name": "concrete encasement/block",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown enclosing a central H-section member."
    },
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 1,
      "note": "Only the upper portion of the member is visible below the concrete block."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "2-#12",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Two bars are shown along the upper portion of the concrete block."
    },
    {
      "name": "longitudinal reinforcement bars",
      "tag": "4-#10",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Four bars are shown at the corners of the concrete block."
    },
    {
      "name": "reinforcement tie",
      "tag": "#10",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Tie configuration is shown within the concrete block; spacing is noted as typical."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "concrete encasement/block"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "concrete encasement/block"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "concrete encasement/block"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "concrete encasement/block"
    },
    {
      "label": "minimum overall height",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "concrete encasement/block"
    },
    {
      "label": "typical spacing",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "#10"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "concrete encasement/block"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "concrete encasement/block"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "concrete encasement/block"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "2” MIN. CL.",
    "1'-0” TYP.",
    "2” CL. 3 SIDES"
  ],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4” = 1'-0”"
  ],
  "description": "This crop shows SECTION A-A through a rectangular reinforced-concrete encasement or block around a central H-section member. The section documents the block reinforcement arrangement, minimum clear cover, tie spacing, and the 3-foot overall block width."
}

p13_r07 section a a

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r07_section_a_a

Section5 objects · 10 measurements · 3 notes · 2 labels

This crop shows SECTION A-A through a rectangular reinforced-concrete encasement or block around a central H-section member. The section documents the block reinforcement arrangement, minimum clear cover, tie spacing, and the 3-foot overall block width.

Objects · 5

MarkObjectNo.ShapeMaterialNote
concrete encasement/block1rectangular with chamfered cornersreinforced concreteShown enclosing a central H-section member.
H-pile1H-sectionOnly the upper portion of the member is visible below the concrete block.
2-#12longitudinal reinforcement bars2circularTwo bars are shown along the upper portion of the concrete block.
4-#10longitudinal reinforcement bars4circularFour bars are shown at the corners of the concrete block.
#10reinforcement tierectangularTie configuration is shown within the concrete block; spacing is noted as typical.

Measurements · 10

MeasurementValueApplies to
overall width3'-0"concrete encasement/block
half width1'-6"concrete encasement/block
half width1'-6"concrete encasement/block
minimum clear cover2"concrete encasement/block
minimum overall height2'-0"concrete encasement/block
typical spacing1'-0"#10
clear cover, 3 sides2"concrete encasement/block
half width1'-6"concrete encasement/block
half width1'-6"concrete encasement/block
scale3/4" = 1'-0"SECTION A-A

Labels

SECTION A-ASCALE: 3/4” = 1'-0”

Notes

  • 2” MIN. CL.
  • 1'-0” TYP.
  • 2” CL. 3 SIDES

openai/gpt-5.6-terra-pro · 24428 tokens · 37.2s

crop · 721 × 814

p13_r08 cross section of end bent cap showing rebar layout

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r08_cross_section_of_end_bent_cap_showing_rebar_layout
Original
p13_r08 cross section of end bent cap showing rebar layout
{
  "view": "Section",
  "objects": [
    {
      "name": "rectangular reinforced concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Member is shown in cross section with reinforcing steel."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#12",
      "shape": "circular",
      "material": "steel",
      "count": 2,
      "note": "Two bars shown near the top of the section."
    },
    {
      "name": "reinforcement bars",
      "tag": "4-#10",
      "shape": "circular",
      "material": "steel",
      "count": 4,
      "note": "Four corner bars shown."
    },
    {
      "name": "reinforcement bars",
      "tag": "4-#11",
      "shape": "circular",
      "material": "steel",
      "count": 4,
      "note": "Callout points to the reinforcing bar arrangement."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#15 SERIES",
      "shape": "circular",
      "material": "steel",
      "count": 2,
      "note": "Two lower bars are shown continuing below the member; continuation is broken in the crop."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "rectangular reinforced concrete member"
    },
    {
      "label": "minimum top cover",
      "value": "2\" MIN.",
      "unit": "",
      "appliesTo": "rectangular reinforced concrete member"
    },
    {
      "label": "minimum overall depth",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "rectangular reinforced concrete member"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\" TYP.",
      "unit": "",
      "appliesTo": "rectangular reinforced concrete member"
    },
    {
      "label": "clear cover",
      "value": "2\" CL.",
      "unit": "",
      "appliesTo": "rectangular reinforced concrete member"
    },
    {
      "label": "left half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "rectangular reinforced concrete member"
    },
    {
      "label": "right half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "rectangular reinforced concrete member"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "3 SIDES"
  ],
  "labels": [
    "SECTION B-B",
    "SCALE:"
  ],
  "description": "This crop shows SECTION B-B through a rectangular reinforced-concrete member with longitudinal reinforcing bars and indicated clear cover. Two lower reinforcing bars extend below the member, but the continuation is broken and the full supporting or connected structure is not shown in this crop."
}

p13_r08 cross section of end bent cap showing rebar layout

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r08_cross_section_of_end_bent_cap_showing_rebar_layout

Section5 objects · 8 measurements · 1 note · 2 labels

This crop shows SECTION B-B through a rectangular reinforced-concrete member with longitudinal reinforcing bars and indicated clear cover. Two lower reinforcing bars extend below the member, but the continuation is broken and the full supporting or connected structure is not shown in this crop.

Objects · 5

MarkObjectNo.ShapeMaterialNote
rectangular reinforced concrete member1rectangularreinforced concreteMember is shown in cross section with reinforcing steel.
2-#12reinforcement bars2circularsteelTwo bars shown near the top of the section.
4-#10reinforcement bars4circularsteelFour corner bars shown.
4-#11reinforcement bars4circularsteelCallout points to the reinforcing bar arrangement.
2-#15 SERIESreinforcement bars2circularsteelTwo lower bars are shown continuing below the member; continuation is broken in the crop.

Measurements · 8

MeasurementValueApplies to
overall width3'-0"rectangular reinforced concrete member
minimum top cover2" MIN.rectangular reinforced concrete member
minimum overall depth2'-0" MIN.rectangular reinforced concrete member
typical vertical dimension1'-0" TYP.rectangular reinforced concrete member
clear cover2" CL.rectangular reinforced concrete member
left half width1'-6"rectangular reinforced concrete member
right half width1'-6"rectangular reinforced concrete member
scale3/4" = 1'-0"SECTION B-B

Labels

SECTION B-BSCALE:

Notes

  • 3 SIDES

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crop · 1551 × 1040

p13_r09 sheet title block with project and revision data

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r09_sheet_title_block_with_project_and_revision_data
Original
p13_r09 sheet title block with project and revision data
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1/4” = 1’-0”",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "SCALE: 1/4” = 1’-0” (UNLESS OTHERWISE NOTED)",
    "INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A Atlanta",
    "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",
    "END BENT 1",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "MAY 2025",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "0019181_0013.dgn"
  ],
  "description": "This crop shows the project title block for a Georgia Department of Transportation bridge drawing. It identifies the work as End Bent 1 for Bridge No. 1 LT. and RT., SR 21 at NS #620272Y in Jenkins County; no physical construction detail is shown in this crop."
}

p13_r09 sheet title block with project and revision data

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r09_sheet_title_block_with_project_and_revision_data

Title Block1 measurement · 2 notes · 25 labels

This crop shows the project title block for a Georgia Department of Transportation bridge drawing. It identifies the work as End Bent 1 for Bridge No. 1 LT. and RT., SR 21 at NS #620272Y in Jenkins County; no physical construction detail is shown in this crop.

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValue
Scale1/4” = 1’-0”

Labels

BRIDGE NO. 1 LT. AND RT.S&A AtlantaSASTRY & ASSOCIATES, INC.11030 JONES BRIDGE ROAD, SUITE 201ALPHARETTA, GA 30022PHONE: 678-366-9375FAX: 770-442-0761GEORGIADEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESEND BENT 1SR 21 @ NS #620272YJENKINS COUNTY0019181MAY 2025DATEREVISIONSBYDESIGNED UPDRAWN EPRCHECKED ASDESIGN GROUP JBKREVIEWED DLC/SKGAPPROVED DPD0019181_0013.dgn

Notes

  • SCALE: 1/4” = 1’-0” (UNLESS OTHERWISE NOTED)
  • INCH WHEN PRINTED FULL SIZE

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crop · 1203 × 419

p13_r10 pile design load and driving criteria notes

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r10_pile_design_load_and_driving_criteria_notes
Original
p13_r10 pile design load and driving criteria notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "All piles referenced in plan driving objective note."
    }
  ],
  "measurements": [
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "ALL PILES"
    },
    {
      "label": "minimum tip elevation",
      "value": "139",
      "unit": "",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "minimum tip elevation",
      "value": "125",
      "unit": "",
      "appliesTo": "BENT 1R"
    }
  ],
  "notes": [
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 139 AT BENT 1L AND 125 AT BENT 1R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES (partial)"
  ],
  "description": "This crop shows a plan driving objective note for piles at Bents 1L and 1R. It also contains the partial heading of a substructure quantities table and part of an engineering seal."
}

p13_r10 pile design load and driving criteria notes

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r10_pile_design_load_and_driving_criteria_notes

Notes1 object · 3 measurements · 1 note · 2 labels

This crop shows a plan driving objective note for piles at Bents 1L and 1R. It also contains the partial heading of a substructure quantities table and part of an engineering seal.

Objects · 1

ObjectNote
pilesAll piles referenced in plan driving objective note.

Measurements · 3

MeasurementValueUnitApplies to
driving resistance326KIPSALL PILES
minimum tip elevation139BENT 1L
minimum tip elevation125BENT 1R

Labels

PLAN DRIVING OBJECTIVESUBSTRUCTURE QUANTITIES (partial)

Notes

  • ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 139 AT BENT 1L AND 125 AT BENT 1R IS ACHIEVED.

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crop · 1387 × 639

p13_r11 concrete and rebar quantities for bent 1

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r11_concrete_and_rebar_quantities_for_bent_1
Original
p13_r11 concrete and rebar quantities for bent 1
{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 1 LT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Listed in substructure quantities table."
    },
    {
      "name": "Bent",
      "tag": "BENT 1 RT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Listed in substructure quantities table."
    },
    {
      "name": "Class AA concrete",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Quantity listed for each bent."
    },
    {
      "name": "Reinforcing steel bar",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Quantity listed for each bent."
    }
  ],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 1 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 1 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 1 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 1 RT."
    }
  ],
  "notes": [
    "125 AT BENT 1R IS ACHIEVED. (partial)"
  ],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "DRAWING",
    "35-001",
    "BRIDGE SH",
    "13 OF"
  ],
  "description": "This crop shows a substructure quantities table for Bent 1 left and Bent 1 right. The table lists Class AA concrete and reinforcing steel quantities for each bent; a partial note and partial title-block information are also visible."
}

p13_r11 concrete and rebar quantities for bent 1

done

gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r11_concrete_and_rebar_quantities_for_bent_1

Table4 objects · 4 measurements · 1 note · 8 labels

This crop shows a substructure quantities table for Bent 1 left and Bent 1 right. The table lists Class AA concrete and reinforcing steel quantities for each bent; a partial note and partial title-block information are also visible.

Objects · 4

MarkObjectNo.MaterialNote
BENT 1 LT.Bent1Listed in substructure quantities table.
BENT 1 RT.Bent1Listed in substructure quantities table.
Class AA concreteconcreteQuantity listed for each bent.
Reinforcing steel barsteelQuantity listed for each bent.

Measurements · 4

MeasurementValueUnitApplies to
CY CLASS AA CONCRETE12.0CYBENT 1 LT.
CY CLASS AA CONCRETE12.0CYBENT 1 RT.
LB BAR REINF STEEL1434LBBENT 1 LT.
LB BAR REINF STEEL1434LBBENT 1 RT.

Labels

SUBSTRUCTURE QUANTITIESITEMCY CLASS AA CONCRETELB BAR REINF STEELDRAWING35-001BRIDGE SH13 OF

Notes

  • 125 AT BENT 1R IS ACHIEVED. (partial)

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General Notes

page 13 · general_notes_p13_r05
Original
General Notes
{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "clearance on all reinforcement",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement"
    }
  ],
  "notes": [
    "1. MAINTAIN 2\" CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "2. SEE GA. STD. 9037 FOR DRAINAGE DETAILS AT END BENTS."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a general notes block. It specifies reinforcement clearance and references GA. STD. 9037 for drainage details at end bents."
}

General Notes

done

general_notes_p13_r05Substructure

Notes1 measurement · 2 notes · 1 label

This crop is a general notes block. It specifies reinforcement clearance and references GA. STD. 9037 for drainage details at end bents.

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValueApplies to
clearance on all reinforcement2"reinforcement

Labels

NOTES:

Notes

  • 1. MAINTAIN 2" CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.
  • 2. SEE GA. STD. 9037 FOR DRAINAGE DETAILS AT END BENTS.

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item · 1251 × 450

Pile

page 13 · pile_p13_r10
Original
Pile
{
  "view": "Notes",
  "objects": [
    {
      "name": "Pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in pile driving objective; pile size, type, and quantity are not shown."
    },
    {
      "name": "Bent",
      "tag": "BENT 1L and BENT 1R",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced only for required minimum tip elevations."
    }
  ],
  "measurements": [
    {
      "label": "Driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "139",
      "unit": "",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "Minimum tip elevation",
      "value": "125",
      "unit": "",
      "appliesTo": "BENT 1R"
    }
  ],
  "notes": [
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 139 AT BENT 1L AND 125 AT BENT 1R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES"
  ],
  "description": "This crop contains a pile driving objective note for piles at Bent 1L and Bent 1R. The lower portion shows the heading of a SUBSTRUCTURE QUANTITIES table; the table contents are not visible in this crop."
}

Pile

done

pile_p13_r10Substructure

Notes2 objects · 3 measurements · 1 note · 2 labels

This crop contains a pile driving objective note for piles at Bent 1L and Bent 1R. The lower portion shows the heading of a SUBSTRUCTURE QUANTITIES table; the table contents are not visible in this crop.

Objects · 2

MarkObjectNo.Note
PileReferenced in pile driving objective; pile size, type, and quantity are not shown.
BENT 1L and BENT 1RBent2Referenced only for required minimum tip elevations.

Measurements · 3

MeasurementValueUnitApplies to
Driving resistance326KIPSPiles
Minimum tip elevation139BENT 1L
Minimum tip elevation125BENT 1R

Labels

PLAN DRIVING OBJECTIVESUBSTRUCTURE QUANTITIES

Notes

  • ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 139 AT BENT 1L AND 125 AT BENT 1R IS ACHIEVED.

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Bridge Sheet 13

page 13 · sheet_p13_r09
Original
Bridge Sheet 13
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "¼\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Sheet"
    }
  ],
  "notes": [
    "(UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "S&A Atlanta",
    "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",
    "END BENT 1",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "MAY 2025",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "SHEET 21",
    "0019181_0013.dgn",
    "DATE",
    "REVISIONS",
    "BY"
  ],
  "description": "This crop shows the bridge drawing title block for End Bent 1 on SR 21 @ NS #620272Y in Jenkins County. It documents Georgia Department of Transportation and design consultant identification, sheet scale, date, approval fields, and sheet/file references; no construction detail is shown."
}

Bridge Sheet 13

done

sheet_p13_r09

Title Block1 measurement · 2 notes · 32 labels

This crop shows the bridge drawing title block for End Bent 1 on SR 21 @ NS #620272Y in Jenkins County. It documents Georgia Department of Transportation and design consultant identification, sheet scale, date, approval fields, and sheet/file references; no construction detail is shown.

Objects · 0

No objects read. Edit to add one.

Measurements · 1

MeasurementValueApplies to
SCALE¼" = 1'-0"Sheet

Labels

BRIDGE NO. LT. AND RT.S&A AtlantaSASTRY & ASSOCIATES, INC.11030 JONES BRIDGE ROAD, SUITE 201ALPHARETTA, GA 30022PHONE: 678-366-9375FAX: 770-442-0761GEORGIADEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESEND BENT 1SR 21 @ NS #620272YJENKINS COUNTY0019181MAY 2025DESIGNEDUPDRAWNEPRCHECKEDASDESIGN GROUPJBKREVIEWEDDLC/SKGAPPROVEDDPDSHEET 210019181_0013.dgnDATEREVISIONSBY

Notes

  • (UNLESS OTHERWISE NOTED)
  • 1 INCH WHEN PRINTED FULL SIZE

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Page 142 crops · 2 read
item · 2999 × 3543

Bent 2 Left

page 14 · bent_2_left
Original
Bent 2 Left
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in elevation below the plan; 44-421 at equal spaces is called out."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Shown in plan at six beam centerlines, two bearing locations per beam."
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Elevation shown."
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Elevation shown."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One below each column; footing plan/profile at right is marked typical."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Two piles are visibly drawn below each footing; right-hand footing representation is typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1I22",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-520",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1I23",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-521",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout occurs at each end of the bent cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-522 DBL",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout occurs adjacent to both columns."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1I21 SERIES",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Column 1 reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1I20 SERIES",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Column 2 reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-420 AT EQ. SPS.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Footing reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "16-920 AT EQ. SPS.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Footing reinforcement callout."
    },
    {
      "name": "dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "smooth steel",
      "count": 6,
      "note": "Plan callout: 1 1/2 in. diameter smooth dowel bar, typical."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown on Column 1; callout states typical."
    }
  ],
  "measurements": [
    {
      "label": "cap plan overall length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan end dimension, left",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan end dimension, right",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam centerline end spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "typical cap plan dimension",
      "value": "8'-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension at STA. 17+81.35",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension at STA. 17+81.35",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "2'-1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "dowel bar"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "dowel bar"
    },
    {
      "label": "dowel-bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "dowel bar"
    },
    {
      "label": "bent-cap length at equal spaces",
      "value": "44-421 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 185.78 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.23 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 185.96 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.41 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.10 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.55 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.70 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.38 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.49 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.93 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bent-cap minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end elevation",
      "value": "EL. 181.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "12-521"
    },
    {
      "label": "cap central reinforcement spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end width",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "central cap width",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "column 1 reinforcement spacing",
      "value": "12-1I21 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "column 2 reinforcement spacing",
      "value": "12-1I20 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "mechanical-coupler vertical dimensions",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "mechanical-coupler vertical dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "column vertical dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "4\" TYP.",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "concrete cover",
      "value": "3\" CL., TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing depth",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing plan width",
      "value": "11'-6\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing pile offset",
      "value": "1'-0\" TYP.",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "column/footing plan dimensions",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "column/footing plan dimensions",
      "value": "3'-6\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "column dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "footing dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "1. SEE BRIDGE ... COLUMN AN...",
    "2. BARS 422",
    "3. EXTEND BA..."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "℄ BEARING",
    "℄ BENT",
    "STA. 17+81.35",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "PLAN",
    "(BENT 2 LEFT)",
    "A",
    "B",
    "C",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "* CONST. JT., TYP.",
    "PILE",
    "NOTES:",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM"
  ],
  "description": "This crop contains the plan and elevation for Bent 2 Left, looking ahead, with the elevation as the principal lower view. It shows a six-beam bent cap supported by two rectangular columns and two footings, together with visible pile, bearing, dowel, and reinforcement callouts. A partial notes block, partial pile detail, and the top of a substructure quantities table are also visible at the crop edges."
}

Bent 2 Left

done

bent_2_leftSubstructureElevation

Elevation17 objects · 66 measurements · 6 notes · 22 labels

This crop contains the plan and elevation for Bent 2 Left, looking ahead, with the elevation as the principal lower view. It shows a six-beam bent cap supported by two rectangular columns and two footings, together with visible pile, bearing, dowel, and reinforcement callouts. A partial notes block, partial pile detail, and the top of a substructure quantities table are also visible at the crop edges.

Objects · 17

MarkObjectNo.ShapeMaterialNote
bent cap1rectangularShown in elevation below the plan; 44-421 at equal spaces is called out.
bearing12Shown in plan at six beam centerlines, two bearing locations per beam.
COLUMN 1column1rectangularElevation shown.
COLUMN 2column1rectangularElevation shown.
footing2rectangularOne below each column; footing plan/profile at right is marked typical.
pile4rectangularTwo piles are visibly drawn below each footing; right-hand footing representation is typical.
8-1I22reinforcement bar1Bent-cap reinforcement callout.
2-520reinforcement bar1Bent-cap reinforcement callout.
8-1I23reinforcement bar1Bent-cap reinforcement callout.
12-521reinforcement bar2Callout occurs at each end of the bent cap.
14-522 DBLreinforcement bar2Callout occurs adjacent to both columns.
12-1I21 SERIESreinforcement bar1Column 1 reinforcement callout.
12-1I20 SERIESreinforcement bar1Column 2 reinforcement callout.
12-420 AT EQ. SPS.reinforcement bar1Footing reinforcement callout.
16-920 AT EQ. SPS.reinforcement bar1Footing reinforcement callout.
dowel bar6circularsmooth steelPlan callout: 1 1/2 in. diameter smooth dowel bar, typical.
mechanical coupler2Shown on Column 1; callout states typical.

Measurements · 66

MeasurementValueApplies to
cap plan overall length42'-6"bent cap
cap plan end dimension, left2'-3 3/8"bent cap
cap plan end dimension, right2'-3 5/16"bent cap
beam centerline end spacing6'-0"bent cap
beam centerline spacing7'-7 1/2"bent cap
bearing spacing7'-7/16"bearing
typical cap plan dimension8'-20'-05.0"bent cap
dimension at STA. 17+81.352'-9 3/8"bent cap
dimension at STA. 17+81.3522'-0"bent cap
cap plan transverse dimension4'-3"bent cap
cap plan transverse dimension2'-1/2"bent cap
cap plan transverse dimension1'-2"bent cap
cap plan transverse dimension11 1/2"bent cap
dowel-bar hole diameter3"dowel bar
dowel-bar hole depth12"dowel bar
dowel-bar diameter1 1/2"dowel bar
bent-cap length at equal spaces44-421 AT EQ. SPS.bent cap
back elevationEL. 185.78 (BK)bent cap
ahead elevationEL. 185.23 (AH)bent cap
back elevationEL. 185.96 (BK)bent cap
ahead elevationEL. 185.41 (AH)bent cap
back elevationEL. 186.10 (BK)bent cap
ahead elevationEL. 185.55 (AH)bent cap
back elevationEL. 186.24 (BK)bent cap
ahead elevationEL. 185.70 (AH)bent cap
back elevationEL. 186.38 (BK)bent cap
ahead elevationEL. 185.84 (AH)bent cap
back elevationEL. 186.49 (BK)bent cap
ahead elevationEL. 185.93 (AH)bent cap
bent-cap minimum depth4'-0" MIN.bent cap
cap end elevationEL. 181.25bent cap
cap end elevationEL. 181.11bent cap
cap elevationEL. 181.32bent cap
cap elevationEL. 181.73bent cap
cap elevationEL. 181.80bent cap
cap end elevationEL. 181.93bent cap
cap end reinforcement spacing11 SPS. AT 7"12-521
cap central reinforcement spacing25-521 AT EQ. SPS.bent cap
cap end width8'-9"bent cap
central cap width25'-0"bent cap
dimension3 1/2"bent cap
dimension2"bent cap
dimension8"bent cap
column 1 reinforcement spacing12-1I21 SERIESCOLUMN 1
column 2 reinforcement spacing12-1I20 SERIESCOLUMN 2
mechanical-coupler vertical dimensions1'-0"mechanical coupler
mechanical-coupler vertical dimension2'-0"mechanical coupler
column vertical dimension9'-6"COLUMN 1
dimension4" TYP.column
concrete cover3" CL., TYP.footing
footing depth4'-0" TYP.footing
footing plan width11'-6" SQUARE TYP.footing
footing pile offset1'-0" TYP.pile
column/footing plan dimensions4'-0" TYP.footing
column/footing plan dimensions3'-6" TYP.footing
footing elevationEL. 151.00, TYP.footing
column dimension4'-8"COLUMN 1
footing dimension1'-9"footing
reinforcement spacing14-620 AT 6" MAX.COLUMN 1
reinforcement spacing14-621 AT 6" MAX.COLUMN 1
reinforcement spacing9-620 AT 12" MAX.COLUMN 1
reinforcement spacing9-621 AT 12" MAX.COLUMN 1
reinforcement spacing7-620 AT 12" MAX.COLUMN 1
reinforcement spacing7-621 AT 12" MAX.COLUMN 1
reinforcement spacing14-620 AT 6" MAX.COLUMN 1
reinforcement spacing14-621 AT 6" MAX.COLUMN 1

Labels

SR 21 WB = PGL℄ BEARING℄ BENTSTA. 17+81.35℄ BEAM 1℄ BEAM 2℄ BEAM 3℄ BEAM 4℄ BEAM 5℄ BEAM 6PLAN(BENT 2 LEFT)ABCELEVATION(BENT 2 LEFT LOOKING AHEAD)* CONST. JT., TYP.PILENOTES:SUBSTRUCTURE QUANTITIESITEM

Notes

  • FORM 3" DIA. X 12" DEEP HOLE FOR 1 1/2" DIA. SMOOTH DOWEL BAR, TYP.
  • MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511
  • * REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
  • 1. SEE BRIDGE ... COLUMN AN...
  • 2. BARS 422
  • 3. EXTEND BA...

openai/gpt-5.6-terra-pro · 37602 tokens · 41.2s

item · 3142 × 3392

Bent 2 Right

page 14 · bent_2_right
Original
Bent 2 Right
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan and elevation; reinforcement callouts are shown."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the bent cap."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the bent cap."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One footing is shown beneath each visible column."
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 4,
      "note": "Four pile tops are visible below the two footings; pile connection detail is also shown."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Called out as typical in formed holes."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Shown in pile connection detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Cap reinforcement callouts shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "#22",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Cap reinforcement callouts shown; double bars are indicated at two locations."
    },
    {
      "name": "reinforcement bar",
      "tag": "#23",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Cap reinforcement callout shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "#20",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Column reinforcement callout shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out in note to extend into cap."
    }
  ],
  "measurements": [
    {
      "label": "skew angle",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "SR 21 / bent"
    },
    {
      "label": "dimension",
      "value": "22’-0”",
      "unit": "",
      "appliesTo": "SR 21 alignment"
    },
    {
      "label": "station",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "bent"
    },
    {
      "label": "skew angle",
      "value": "81°-20’-05.0”",
      "unit": "",
      "appliesTo": "bent, TYP."
    },
    {
      "label": "formed hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "formed hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "cap vertical dimension",
      "value": "11 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap vertical dimension",
      "value": "1’-2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap vertical dimension",
      "value": "2’-1 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap overall depth",
      "value": "4’-3”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap horizontal offset",
      "value": "2’-3 5/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bearing locations"
    },
    {
      "label": "horizontal dimension",
      "value": "2’-9 3/8”",
      "unit": "",
      "appliesTo": "bearing locations"
    },
    {
      "label": "end dimension",
      "value": "6’-0”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "7’-7 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "overall length",
      "value": "42’-6”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "44-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.29 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.75 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.12 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.58 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.94 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.42 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.77 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.26 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.61 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.03 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum cap depth",
      "value": "4’-0” MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-#22",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#20",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.61",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.13",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.05",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 180.90",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "cover / offset",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": "bent cap reinforcement"
    },
    {
      "label": "reinforcement spacing",
      "value": "11 SPS. AT 7”",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing",
      "value": "6 SPS AT 5”",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "offset",
      "value": "2”",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-#22 DBL",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "offset",
      "value": "8”",
      "unit": "",
      "appliesTo": "bent cap reinforcement"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "25-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "horizontal dimension",
      "value": "25’-0”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "end dimension",
      "value": "8’-9”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "typical elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footings"
    },
    {
      "label": "bar extension",
      "value": "3’-6”",
      "unit": "",
      "appliesTo": "#21A bars"
    },
    {
      "label": "pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "#8 bar angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "#8 bar minimum length",
      "value": "24” MIN.",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "minimum dimension",
      "value": "5” MIN.",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "hole diameter",
      "value": "2”",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "dimension",
      "value": "4”",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "factored axial load",
      "value": "237 KIPS",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP.",
    "SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "BARS #22 NOT SHOWN.",
    "EXTEND BARS #21A 3’-6” INTO CAP.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53."
  ],
  "labels": [
    "℄ SR 21",
    "SR 21 EB = PGL",
    "STA. 17+74.65",
    "℄ BENT",
    "℄ BEARING",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "PLAN",
    "(BENT 2 RIGHT)",
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "BRIDGE NO. 1 LT. AND RT.",
    "P.I. NO.",
    "0019181",
    "INTERMEDIATE BENT 2",
    "SR 21 @ NS #620272Y"
  ],
  "description": "This crop shows the Plan (Bent 2 Right) and the principal Elevation (Bent 2 Right Looking Ahead) for Intermediate Bent 2. The elevation depicts a sloping reinforced bent cap supported by Columns 3 and 4 on separate footings with visible steel H-piles, and the crop also includes a pile connection detail."
}

Bent 2 Right

done

bent_2_rightSubstructureElevation

Elevation12 objects · 58 measurements · 6 notes · 22 labels

This crop shows the Plan (Bent 2 Right) and the principal Elevation (Bent 2 Right Looking Ahead) for Intermediate Bent 2. The elevation depicts a sloping reinforced bent cap supported by Columns 3 and 4 on separate footings with visible steel H-piles, and the crop also includes a pile connection detail.

Objects · 12

MarkObjectNo.ShapeMaterialNote
bent cap1rectangularShown in plan and elevation; reinforcement callouts are shown.
COLUMN 3column1rectangularShown below the bent cap.
COLUMN 4column1rectangularShown below the bent cap.
footing2rectangularOne footing is shown beneath each visible column.
HP 12 X 53steel H-pile4H-sectionsteelFour pile tops are visible below the two footings; pile connection detail is also shown.
smooth dowel barcircularCalled out as typical in formed holes.
#8 BARreinforcement barU-shapedShown in pile connection detail.
#21reinforcement barCap reinforcement callouts shown.
#22reinforcement barCap reinforcement callouts shown; double bars are indicated at two locations.
#23reinforcement barCap reinforcement callout shown.
#20reinforcement barColumn reinforcement callout shown.
#21Areinforcement barCalled out in note to extend into cap.

Measurements · 58

MeasurementValueApplies to
skew angle81°-20'-05.0”SR 21 / bent
dimension22’-0”SR 21 alignment
station17+74.65bent
skew angle81°-20’-05.0”bent, TYP.
formed hole diameter3”smooth dowel bar hole
formed hole depth12”smooth dowel bar hole
smooth dowel bar diameter1 1/2”smooth dowel bar
cap vertical dimension11 1/2”bent cap
cap vertical dimension1’-2”bent cap
cap vertical dimension2’-1 1/2”bent cap
cap overall depth4’-3”bent cap
cap horizontal offset2’-3 5/16”bent cap
spacing7’-7 1/16”bearing locations
horizontal dimension2’-9 3/8”bearing locations
end dimension6’-0”bent cap
spacing7’-7 1/2”bent cap
overall length42’-6”bent cap
reinforcement quantity and spacing44-#21 AT EQ. SPS.bent cap
elevationEL. 186.42 (BK)bent cap
elevationEL. 185.84 (AH)bent cap
elevationEL. 186.29 (BK)bent cap
elevationEL. 185.75 (AH)bent cap
elevationEL. 186.12 (BK)bent cap
elevationEL. 185.58 (AH)bent cap
elevationEL. 185.94 (BK)bent cap
elevationEL. 185.42 (AH)bent cap
elevationEL. 185.77 (BK)bent cap
elevationEL. 185.26 (AH)bent cap
elevationEL. 185.61 (BK)bent cap
elevationEL. 185.03 (AH)bent cap
minimum cap depth4’-0” MIN.bent cap
reinforcement quantity8-#22bent cap
reinforcement quantity2-#20bent cap
elevationEL. 181.84bent cap bottom
elevationEL. 181.68bent cap bottom
elevationEL. 181.61bent cap bottom
elevationEL. 181.13bent cap bottom
elevationEL. 181.05bent cap bottom
elevationEL. 180.90bent cap bottom
cover / offset3 1/2”bent cap reinforcement
reinforcement spacing11 SPS. AT 7”#21 reinforcement
reinforcement quantity12-#21bent cap
reinforcement spacing6 SPS AT 5”#22 reinforcement
offset2”#22 reinforcement
reinforcement quantity14-#22 DBLbent cap
offset8”bent cap reinforcement
reinforcement quantity and spacing25-#21 AT EQ. SPS.bent cap
horizontal dimension25’-0”bent cap
end dimension8’-9”bent cap
typical elevationEL. 151.00, TYP.footings
bar extension3’-6”#21A bars
pile connection angle15°pile connection detail
#8 bar angle30°pile connection detail
#8 bar minimum length24” MIN.pile connection detail
minimum dimension5” MIN.pile connection detail
hole diameter2”pile connection detail
dimension4”pile connection detail
factored axial load237 KIPSpiles

Labels

℄ SR 21SR 21 EB = PGLSTA. 17+74.65℄ BENT℄ BEARING℄ BEAM 7℄ BEAM 8℄ BEAM 9℄ BEAM 10℄ BEAM 11℄ BEAM 12PLAN(BENT 2 RIGHT)ELEVATION(BENT 2 RIGHT LOOKING AHEAD)PILE CONNECTION DETAILNO SCALEBRIDGE NO. 1 LT. AND RT.P.I. NO.0019181INTERMEDIATE BENT 2SR 21 @ NS #620272Y

Notes

  • FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP.
  • SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.
  • BARS #22 NOT SHOWN.
  • EXTEND BARS #21A 3’-6” INTO CAP.
  • PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.
  • ALL PILES SHALL BE STEEL H, HP 12 X 53.

openai/gpt-5.6-terra-pro · 41046 tokens · 47.5s

2Map the items107 items · 1948 readings · 51 on more than one pageconfigured openai/gpt-5.6-terra-pro · about 23¢ at the last run’s size · default

One set of distinct items across every page. The same bent read as “BENT”, “Interior bent” and “Bent No. 2” is one item here, carrying every page and crop it was seen in. One model call over all of step 1’s readings; the page mapping is resolved from its grouping rather than retyped by it.

107 items from 1948 readings · 11 the model left out, matched by name · 107 new.

107items1948readings51on 2+ pages49,486tokens in10,623tokens out

Grouping validation — 107 items · 2 agents · up to 3 rounds · up to 9 billed calls

Reinforcing Barmaterial×10928 · linear · reinforcing steelp2, p4, p5, p7, p8, p9, p10, p11, p13, p14, p15, p16, p17, p19, p20, p21143 crops
Reinforcing Bar

also calledBar reinforcing steelreinforcement bar bending detailsReinforcement steelreinforcement steelBar reinforcement steelreinforcing steelreinforcement bar400 bars600 barsmain slab reinforcement barsreinforcement barsReinforcement bartop slab reinforcement barsreinforcing barsreinforcement/strand endsreinforcement bar groupcircular reinforcement/strand symbolsCircular prestressing/reinforcement markersVertical reinforcing/prestressing bars or tendonsReinforcement/strand locations+11 more

marks511-1000600400400A12-502D12-502E400B400C500B*500B500A50250I30-400A6-400A14-400A7-403A2-507A403A507A+248 more

Bridge Beamsuperstructure×326 · I-girder · concretep2, p4, p5, p6, p7, p8, p9, p10, p11, p12, p13, p14, p15, p17, p1891 crops
Bridge Beam

also calledexposed beamBeamsExposed beambeambeamsbeam centerlineBeamC beamgirderbridge beams/girdersgirdersI-girdergirder unitsgirder/beambeam facebeam top flangeBeam top flangeBeam facegirder end sectionbeam ends+2 more

marks℄ BEAM 1 through ℄ BEAM 12℄ BEAM 1–℄ BEAM 12℄ BEAM 1–12C BEAM 1 through C BEAM 12BEAM 1BEAM 2BEAM 3BEAM 4BEAM 5BEAM 6BEAM 7BEAM 8BEAM 9BEAM 10BEAM 11BEAM 12BEAM 1 to BEAM 6BEAM 1 through BEAM 6INTERIOR BEAMSEXTERIOR BEAMS+12 more

Bentsubstructure×133 · rectangular pier column with rectangular cap · concretep1, p2, p3, p4, p5, p6, p7, p12, p13, p14, p15, p16, p17, p18, p2056 crops
Bent

also calledbridge bentB.F.P.R. bentbent/bridge supportconcrete intermediate bentsconcrete intermediate bentbentsintermediate bentbridge bentsbridge bent reference pointIntermediate bentbent cap / bentbent centerlinebent memberconcrete bent memberbent reinforcement layout

marksBENT 1BENT 2BENT 3BENT 4BENT 1LBENT 2LBENT 3LBENT 4LBENT 1RBENT 2RBENT 3RBENT 4RB.F.P.R. BENT 1B.F.P.R. BENT 4BENTS 1 AND 4BRIDGE LEFT BENT 1 RIGHT; BRIDGE LEFT BENT 3 LEFT; BRIDGE RIGHT BENT 2 RIGHT; BRIDGE RIGHT BENT 4 RIGHTBENT 1 AND 42B.F.P.R. BENT 1LB.F.P.R. BENT 1R+25 more

Deck Slabdeck×52 · skewed rectangular · reinforced concretep1, p4, p5, p6, p7, p8, p9, p10, p1156 crops
Deck Slab

also calledbridge deck/superstructureBridge deck/bridge outlinebridge deckbridge deck slabBridge deck slabBridge deckslabdecksupporting deck slab edgeSlab

marksSPAN ISPAN 2

Bent Capsubstructure×39 · stepped rectangular · reinforced concretep2, p7, p9, p13, p14, p15, p16, p17, p1842 crops
Bent Cap

also calledCapCap or pedestal footingsupporting cap or diaphragmsupporting cap/seatpier capcaptapered transition between cap and wallend bent capconnecting haunch or bracket between cap and wall

marksBENT 1 RIGHTBENT 1BENT 2 RIGHT℄ BENTBENT 4 LEFTCAP

Steel H-pilefoundation×382 · H-section · structural steelp1, p2, p13, p14, p15, p16, p17, p1873 crops
Steel H-pile

also calledpileend bent pilepilesEnd bent pilesSteel H-pilessteel H-pilesPilesH-pilesEnd bent pilingIntermediate bent pilingH-pilePilepile or shaft symbolH-section pile

marksHP 12 X 53H-PILE℄ PILEHP 12 x 531-121–121 LEFT2 LEFT2 RIGHT3 LEFT1, 2, 3, 4, 5, 67, 8, 9, 10, 11, 12PILE NO. 1-12

Concrete Barrierrailing×37 · tapered vertical barrier · concretep2, p4, p5, p7, p8, p9, p10, p1143 crops
Concrete Barrier

also calledBarrierbarrieredge upstandedge barrieredge barriers/parapetsparapet/barrierconcrete traffic barrierparapet or barrierbarrier/parapetbarrier parapetparapetconcrete barrier/parapet

marks500-2100

Smooth Dowel Bardeck×9 · circular · smooth steelp2, p10, p11, p12, p13, p14, p15, p1727 crops
Smooth Dowel Bar

also calledSmooth dowel barssmooth dowel barssmooth dowelSmooth dowelDowelSmooth dowelssmooth dowelsdowel bar

Footingfoundation×50 · rectangular · reinforced concretep1, p2, p14, p15, p16, p17, p1834 crops
Footing

also calledpile-supported footingfootingsPedestal footingFootings

marksBENTS 2BENTS 2 AND 3BENT 3FOOTING 1FOOTING 2FOOTING 3FOOTING 4FOOTING 1 and FOOTING 2FOOTING 3 and FOOTING 4

Bearingsuperstructure×113 · rectangular · not statedp1, p10, p11, p12, p14, p15, p1719 crops
Bearing

also calledbearingsbearing centerlinebearing centerlinesbearing locationsbearing locationBearing/support locations

marksFIXEXP.℄ BEARINGC BEARING℄ BEAM 7 through ℄ BEAM 12

Columnsubstructure×30 · rectangular · reinforced concretep13, p14, p15, p16, p17, p1820 crops
Column

also calledvertical supports beneath capvertical column or stemvertical support members below capcolumn centerlinereinforced concrete columnpier column / stemvertical support membersvertical rectangular elementpier columnpier or column

marksCOLUMN 1COLUMN 2COLUMN 3COLUMN 4℄ COLUMN 1 and ℄ COLUMN 2

Concrete Diaphragmsuperstructure×25 · rectangular · concretep2, p4, p5, p6, p7, p924 crops
Concrete Diaphragm

also calledConcrete diaphragmsconcrete diaphragmsdiaphragmDiaphragmdiaphragms between beams

Construction Jointdeck×11 · skewed linear jointp4, p5, p7, p8, p9, p1517 crops
Construction Joint

marks**B.F.P.R. OR CONST. JOINT* CONST. JT.

Preformed Joint Fillerdeck×8 · rectangular vertical strip · foamp2, p4, p5, p8, p9, p1215 crops
Preformed Joint Filler

also calledJoint fillersFiller materialfiller materialpreformed foam joint fillerPreformed foam joint filler

Chain Link Fencerailing×15 · chain link mesh panel · zinc coatedp1, p2, p7, p8, p921 crops
Chain Link Fence

also calledchain link wire fenceChain link fence, zinc coat, 6 ft, 9 gafencechain-link fence fabricfence fabricsecurity fence

marks643-1152

Edge Beamdeck×36 · linear · concretep4, p5, p6, p7, p916 crops
Edge Beam

also callededgebeamEdgebeamedge beam forms

Holeother×19 · circularp10, p11, p12, p14, p1512 crops
Hole

also calledfixed-end holeholesdrilled holes

Fence Postrailing×7 · circular pipe · zinc coatedp4, p5, p6, p817 crops
Fence Post

also calledfence postsFence postsend/pull postline postpull/end postvertical fence post

marks* / *** and **

endwallmatched by name×20 · linear · reinforced concretep4, p6, p8, p1213 crops
endwall

marksB.F.P.P.R.

Concrete Membersubstructure×15 · rectangular · reinforced concretep11, p13, p16, p1713 crops
Concrete Member

also calledShaped structural memberreinforced concrete memberconcrete encasement/blockrectangular reinforced concrete memberRectangular reinforced-member outlineconcrete member outlineconcrete sectionrectangular concrete member outlinerectangular structural member

Expansion Jointdeckvertical linear jointp2, p4, p5, p810 crops
Expansion Joint

also calledsuperstructure joint

marks***

copingmatched by name×5 · rectangularp10, p11, p13, p1710 crops
coping
Dowel Holedeck×48 · circularp13, p14, p15, p1710 crops
Dowel Hole

also calledformed dowel holessmooth dowel holesmooth dowel bar holessmooth dowel bar holedowel-bar holeformed dowel-bar holeSmooth dowel holeFormed dowel holesformed dowel hole

End Bentsubstructure×10 · H-section pile bent · structural steelp2, p4, p13, p178 crops
End Bent

also calledsteel H pile end bents with MSE wall abutmentssteel H-pile end bentconcrete end bent/joint facesend bents

Reinforcing Tie And Stirrupmaterial×3 · rectangular · reinforcing steelp2, p13, p16, p176 crops
Reinforcing Tie And Stirrup

also calledstirrupsreinforcement tieclosed reinforcing tiereinforcing crosstiesclosed rectangular tie reinforcementdiagonal cross-tie reinforcementreinforcement tie/stirrupreinforcing tie

marks#10#20 OR #30#21 OR #3144I

Class AA Concretematerialconcretep2, p13, p15, p176 crops
Class AA Concrete

marks500-3002

Prestressing Strandmaterial×287 · circular · prestressed steelp2, p10, p1127 crops
Prestressing Strand

also calledPretensioning strandspretensioning strandsdraped strandsprestressed strandsprestressing strandsstrandspretensioned strandsprestressed strandStrandsprestressing strands / reinforcement symbolspretension strandsPrestressing strandsdraped prestressing strandsprestressed strand groupprestressing strand indications

marks2-5502-4502-6518-4512-4522-450; 2-452

Prestressed Concrete Beamsuperstructure×12 · I-girder section with tapered web-to-flange transitions · prestressed concretep2, p10, p1115 crops
Prestressed Concrete Beam

also calledPSC beamsPSC beam spanPSC beamprestressed concrete member end section

marksAASHTO TYPE IIAASHTO TYPE III

Abutment Wallsubstructure×15 · vertical wallp1, p13, p1710 crops
Abutment Wall

also calledWallwall

marksWALL NO. 1WALL NO. 2WALL 1WALL 2

Hex Nutancillary×7 · hexagonal · ASTM A709 Grade 36p2, p10, p1110 crops
Hex Nut

also callednutsNuthex nuts

Paving Restpavement×14 · slopingp2, p4, p610 crops
Paving Rest

marksPAVING REST

Washerancillary×7 · circularp2, p10, p1110 crops
Washer

also calledwashers

Bridge Superstructuresuperstructure×8 · skewed rectangular plan outline · concretep1, p2, p76 crops
Bridge Superstructure

also calledleft bridgeright bridgeSubstructureSuperstructure

Silicone Joint Sealantdeck×6 · linear joint sealant · siliconep4, p5, p97 crops
Silicone Joint Sealant

also calledPreformed silicone joint sealSilicone adhesivepreformed silicone joint sealsilicone adhesivesilicone sealantLow modulus silicone sealant (Type A)low modulus sealantsilicone sealant joint sealersilicone sealant / type joint sealer

marks*TYPE A

Triangular Drip Beaddeck×5 · triangularp7, p8, p97 crops
Triangular Drip Bead

also calleddrip bead

Bearing Padsuperstructure×8 · rectangular · 60 durometer hardness neoprene, Grade 2 or higherp9, p1217 crops
Bearing Pad

also calledbearing padsBearing padsHoles in bearing pads

marks12 BACK2 AHEAD3 BACK3 AHEAD4BENT 1BENT 2 BACKBENT 2 AHEADBENT 3 BACKBENT 3 AHEADBENT 4

Existing Railroad Trackancillary×23 · linearp1, p310 crops
Existing Railroad Track

also calledexisting trackrailroad tracktrack centerlineexisting track centerlineExisting Central of Georgia Railroad Company existing track

marksCENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACKFUTURE TRACK℄ TRACK℄ EXISTING TRACK℄ EXIST. TRACK

Plain Barmaterial×6 · straight bar · steelp7, p911 crops
Plain Bar
Diaphragm Barsuperstructure×12 · cylindrical threaded bar · plain barp10, p1110 crops
Diaphragm Bar

marks4-351

End postmatched by name×6 · rectangular · reinforced concretep2, p48 crops
End post

marksEND POST

Diaphragm Bar Holesuperstructure×9 · circular · not statedp10, p117 crops
Diaphragm Bar Hole

also calleddiaphragm bar recessDiaphragm bar recess

Future Railroad Trackancillary×21 · linear dashed alignmentp1, p37 crops
Future Railroad Track

also calledfuture trackFuture trackfuture track centerlinefuture track alignment

marks℄ FUTURE TRACK

Endfillearthwork×4 · irregular trapezoidal/benched embankment profile with sloping sidesp1, p23 crops
Endfill

also calledEndfill control pointendfill control pointfill at end of bridge

Recesssuperstructure×5 · rectangular section with circular openingp10, p115 crops
Recess
Future Access Roadpavement×4 · linear dashed alignmentp1, p34 crops
Future Access Road

also calledfuture access road centerlinefuture access road alignment

marks℄ FUTURE ACCESS ROAD

Mechanical Couplermaterial×5 · rectangularp14, p154 crops
Mechanical Coupler
pick-upmatched by namep10, p114 crops
pick-up
Waterproofingdeck×1 · layerp2, p84 crops
Waterproofing
Filletotherlinearp4, p63 crops
Fillet
Existing Groundlineearthwork×9 · irregular dashed linep1, p32 crops
Existing Groundline

also calledapproximate existing groundlineexisting ground/profile line

Low Friction Hold Downsuperstructure×2 · symbol · not statedp10, p112 crops
Low Friction Hold Down

also calledlow friction type hold down

marks℄ LOW FRICTION TYPE HOLD DOWN

Beveled Shim Platesuperstructure×10 · beveled rectangular plate · ASTM A709 Grade 36p1215 crops
Beveled Shim Plate

also calledBeveled shim platesbeveled shim platesshim plate

marksBENT 1BENT 4

Pipe Sleevedeck×6 · cylindrical pipe sleeve · standard weight pipep86 crops
Pipe Sleeve

also callednon-shrink cement groutgalvanized sleeve

marks*

Foundation Backfill MaterialearthworkType II foundation backfill materialp26 crops
Foundation Backfill Material

also calledFoundation backfill material, Type II

marks207-0203BENTS 2TYPE II

Internal Platesuperstructure×20 · plate · ASTM A709 Grade 36 or ASTM A1011 Grade 36p126 crops
Internal Plate

also calledInternal platesinternal plate(s)internal plates

Load Platesuperstructure×4 · plate · ASTM A709 Grade 36 or ASTM A1011 Grade 36p126 crops
Load Plate

also calledLoad platesload plates

Soil Reinforcing Device Insertsubstructurep26 crops
Soil Reinforcing Device Insert

also calledAbutment soil reinforcing device insertsabutment soil reinforcing device insertssoil reinforcing device inserts

Steel Diaphragmsuperstructuresteelp26 crops
Steel Diaphragm

also calledSteel diaphragmssteel diaphragms

AASHTO Type II PSC Beamsuperstructure×6 · I-girder · precast prestressed concretep25 crops
AASHTO Type II PSC Beam

also calledPSC beams, AASHTO Type II, Bridge No. 1AASHTO Type II PSC beam spansAASHTO Type II PSC beam spanPSC beams, AASHTO Type II

marks507-9002

AASHTO Type III PSC Beamsuperstructure×3 · I-girder · precast prestressed concretep25 crops
AASHTO Type III PSC Beam

also calledPSC beams, AASHTO Type III, Bridge No. 1AASHTO Type III PSC beam spanPSC beams, AASHTO Type III

marks507-9003

Mechanically Stabilized Earth Wallsubstructure×4p25 crops
Mechanically Stabilized Earth Wall

also calledMSE wall abutmentmechanically stabilized earth walls

Proposed Vertical Curvepavement×5 · crest vertical curvep13 crops
Proposed Vertical Curve

also calledpoint of vertical intersectionProposed vertical curve data

marksPVISR 21 PGL - WESTBOUNDSR 21 PGL - EASTBOUND

Approach Slabdeckrectangularp23 crops
Approach Slab

also calledApproach slab pavement

barrier transitionmatched by name×4 · rectangular with sloping top profilep44 crops
barrier transition

marksBARRIER TRANSITION

End Post And Guardrail Attachmentrailing×16p24 crops
End Post And Guardrail Attachment

also calledend post and guardrail attachment detail

Fence Railrailing×3 · circular pipe · zinc coatedp84 crops
Fence Rail

also calledrailshorizontal railrail

Grooved Concrete Deckdeckrectangular · concretep24 crops
Grooved Concrete Deck

also calledGrooved concreteGrooved concrete bridge deck

marks500-0100

Protective Platformancillaryp24 crops
Protective Platform

also calledprotective platformsProtective platforms

sealing ribmatched by name×4 · rectangular perimeterp124 crops
sealing rib
Sway Bracingsuperstructurep24 crops
Sway Bracing

also calledSwaybracing

Temporary Shoringancillaryp24 crops
Temporary Shoring
Chamferotherbeveled edgep53 crops
Chamfer
Class D Superstructure Concretematerialconcretep22 crops
Class D Superstructure Concrete

also calledSuperstructure concrete, CL D, Bridge No. 1 leftSuperstructure concrete, CL D, Bridge No. 1 rightSuperstructure concrete

marks500-1011

Access Roadpavement×16 · irregular depressed roadway profilep32 crops
Access Road

marks℄ ACCESS RD.

Bridge Excavationearthworkp22 crops
Bridge Excavation

also calledBridge excavation, grade separation

marks211-0200

Bridge Limitancillary×2 · dashed rectangular outlinep31 crop
Bridge Limit

also calledleft bridge limitsright bridge limits

Connection Boltancillaryp22 crops
Connection Bolt

also calledconnection bolts

Construction Clearance Envelopeancillary×2 · rectangularp12 crops
Construction Clearance Envelope
Cross Framesuperstructurep22 crops
Cross Frame

also calledCross frame configuration

Dynamic Pile Testfoundationp22 crops
Dynamic Pile Test

marks523-1100

Exposed Concrete Edgedeckconcretep22 crops
Exposed Concrete Edge

also calledexposed concrete edges

Fence Tension Bandrailing×5 · bandsp82 crops
Fence Tension Band

also calledtension bar bandstension bands

Fence Tension Barrailing×2 · flat bar · zinc coatedp82 crops
Fence Tension Bar

also calledtension bar

Fence Truss Bracingrailing×2 · diagonal circular pipe · zinc coatedp82 crops
Fence Truss Bracing

also calledtruss bracing

galvanized nailsmatched by namegalvanizedp52 crops
galvanized nails
Horizontal Angle Or Channelsuperstructureangle or channelp22 crops
Horizontal Angle Or Channel
Metal Deck Formdeckmetalp22 crops
Metal Deck Form

also calledMetal deck forms

pick-upsmatched by namep102 crops
pick-ups
Pile Capfoundation×4 · rectangularp12 crops
Pile Cap
Railroad Right-of-way Limitancillary×24 · vertical dashed linesp32 crops
Railroad Right-of-way Limit

also calledexisting railroad right-of-way limitsExisting railroad right-of-way limits

Railroad Side Ditchdrainagep22 crops
Railroad Side Ditch

also calledrailroad side ditches

Steel H-pile InstallationfoundationH-section · steelp22 crops
Steel H-pile Installation

also calledPiling in place, steel H, HPPiling in place, steel H

marks520-1125

Steel H-pile Load TestfoundationH-section · steelp22 crops
Steel H-pile Load Test

also calledLoad test, steel H, HP 12 X 53Load test, steel H

marks520-4125

Unidentified Tapered Elementothertaperedp72 crops
Unidentified Tapered Element

also calledunidentified partial outlined elementoutlined tapered element

Vertical Support Membersubstructure×4 · rectangularp172 crops
Vertical Support Member

also calledvertical end member

Wall Leveling Padsubstructurep22 crops
Wall Leveling Pad

also calledwall leveling pads

Centerlineother×1 · dashed linep181 crop
Centerline
Expansion Sleeverailingp81 crop
Expansion Sleeve
Expansion-end Slotsuperstructurerectangular slotp111 crop
Expansion-end Slot
Future Groundlineearthwork×1 · irregular profilep11 crop
Future Groundline
  • p1bridge_1“future groundline” · ×1
Hardwareancillaryp21 crop
Hardware
Protective Coatingmaterialp21 crop
Protective Coating

marksNO. 2P

Superstructure reinforcement steelmatched by namebar · steelp21 crop
Superstructure reinforcement steel

marks511-3000

Superstructure reinforcing steel, Bridge No. 1 leftmatched by namebar · steelp21 crop
Superstructure reinforcing steel, Bridge No. 1 left

marks511-3000

  • p2p02_r08“Superstructure reinforcing steel, Bridge No. 1 left” · 511-3000
Superstructure reinforcing steel, Bridge No. 1 rightmatched by namebar · steelp21 crop
Superstructure reinforcing steel, Bridge No. 1 right

marks511-3000

  • p2p02_r08“Superstructure reinforcing steel, Bridge No. 1 right” · 511-3000
Top Of High Railancillary×1 · linep11 crop
Top Of High Rail
Weldingancillaryp21 crop
Welding
3Match the ontology50 of 107 matched · 14 to check · 57 unmatchedconfigured openai/gpt-5.6-terra-pro · about $11 for a full pass · default

Every item from step 2 compared against the project’s engineering ontology, and then, for each one that lands in a class, a take-off of what that class asks for. The class list goes up as a closed vocabulary, so regional wording resolves without a synonym table — BENT to a pier system, PSC BEAM to a prestressed girder. Any class id that is not in the ontology is rejected rather than stored. The take-off reads every crop behind an item, derives what the drawings imply, shows its arithmetic, and says plainly when a number is not there. Matching against bridge v1.0.0, 133 classes.

47% of items placed. The 57 below fit no class — add one to the ontology and match again.

36matched14to check57unmatched47% covered68values117gaps4,484,925tokens in152,141tokens out

⚠ 57 items the bridge ontology has no class forAdd a class

  • Smooth Dowel Barp2, p10, p11, p12, p13, p14, p15, p17 · 27 crops · ×9The ontology would need a dowel bar component class.
  • Construction Jointp4, p5, p7, p8, p9, p15 · 17 crops · ×11The ontology would need a construction joint component class.
  • Preformed Joint Fillerp2, p4, p5, p8, p9, p12 · 15 crops · ×8The ontology would need a preformed joint filler component class.
  • Chain Link Fencep1, p2, p7, p8, p9 · 21 crops · ×15The ontology would need a chain-link fence component class.
  • Edge Beamp4, p5, p6, p7, p9 · 16 crops · ×36The ontology would need an edge beam component class.
  • Holep10, p11, p12, p14, p15 · 12 crops · ×19The ontology would need a generic formed or drilled hole component class.
  • Fence Postp4, p5, p6, p8 · 17 crops · ×7The ontology would need a fence post component class.
  • Concrete Memberp11, p13, p16, p17 · 13 crops · ×15The ontology would need a generic reinforced-concrete member class.
  • endwallp4, p6, p8, p12 · 13 crops · ×20The ontology would need an endwall component class.
  • copingp10, p11, p13, p17 · 10 crops · ×5The ontology would need a coping component class.
  • Dowel Holep13, p14, p15, p17 · 10 crops · ×48The ontology would need a dowel hole component class.
  • Class AA Concretep2, p13, p15, p17 · 6 cropsThe ontology would need a structural concrete material class.
  • Hex Nutp2, p10, p11 · 10 crops · ×7The ontology would need a structural nut or fastening hardware class.
  • Paving Restp2, p4, p6 · 10 crops · ×14The ontology would need a paving rest component class.
  • Washerp2, p10, p11 · 10 crops · ×7The ontology would need a structural washer or fastening hardware class.
  • Silicone Joint Sealantp4, p5, p9 · 7 crops · ×6The ontology would need a joint sealant component class.
  • Triangular Drip Beadp7, p8, p9 · 7 crops · ×5The ontology would need a drip bead component class.
  • Plain Barp7, p9 · 11 crops · ×6The ontology would need a plain steel bar material or component class.
  • Diaphragm Barp10, p11 · 10 crops · ×12The ontology would need a diaphragm tie bar component class.
  • End postp2, p4 · 8 crops · ×6The ontology would need an end post component class.
  • Diaphragm Bar Holep10, p11 · 7 crops · ×9The ontology would need a diaphragm bar hole component class.
  • Recessp10, p11 · 5 crops · ×5The ontology would need a formed recess component class.
  • Mechanical Couplerp14, p15 · 4 crops · ×5The ontology would need a reinforcing bar mechanical coupler class.
  • pick-upp10, p11 · 4 cropsThe item is insufficiently identified and the ontology would need a pickup insert class.
  • Filletp4, p6 · 3 cropsThe ontology would need a concrete or steel fillet detail class.
  • Low Friction Hold Downp10, p11 · 2 crops · ×2The ontology would need a low-friction hold-down device class.
  • Beveled Shim Platep12 · 15 crops · ×10The ontology would need a shim plate component class.
  • Internal Platep12 · 6 crops · ×20The ontology would need a structural steel plate component class.
  • Load Platep12 · 6 crops · ×4The ontology would need a load plate component class.
  • Pipe Sleevep8 · 6 crops · ×6The ontology would need a pipe sleeve component class.
  • Soil Reinforcing Device Insertp2 · 6 cropsThe ontology would need an MSE soil reinforcing device insert class.
  • barrier transitionp4 · 4 crops · ×4The ontology would need a crash barrier transition component class.
  • End Post And Guardrail Attachmentp2 · 4 crops · ×16The ontology would need a guardrail end-post attachment component class.
  • Fence Railp8 · 4 crops · ×3The ontology would need a fence rail component class.
  • sealing ribp12 · 4 crops · ×4The ontology would need a sealing rib component class.
  • Chamferp5 · 3 cropsThe ontology would need a chamfer detail class.
  • Class D Superstructure Concretep2 · 2 cropsThe ontology would need a structural concrete material class.
  • Construction Clearance Envelopep1 · 2 crops · ×2The ontology would need a construction clearance envelope reference class.
  • Dynamic Pile Testp2 · 2 cropsThe ontology would need a pile testing activity or test item class.
  • Exposed Concrete Edgep2 · 2 cropsThe ontology would need an exposed concrete edge detail class.
  • Fence Tension Bandp8 · 2 crops · ×5The ontology would need a fence tension band component class.
  • Fence Tension Barp8 · 2 crops · ×2The ontology would need a fence tension bar component class.
  • Fence Truss Bracingp8 · 2 crops · ×2The ontology would need a fence truss bracing component class.
  • galvanized nailsp5 · 2 cropsThe ontology would need a nail fastening material class.
  • Horizontal Angle Or Channelp2 · 2 cropsThe ontology would need a structural steel angle or channel member class.
  • Metal Deck Formp2 · 2 cropsThe ontology would need a metal deck form or stay-in-place form class.
  • pick-upsp10 · 2 cropsThe item is insufficiently identified and the ontology would need a pickup insert class.
  • Railroad Right-of-way Limitp3 · 2 crops · ×24The ontology would need a railroad right-of-way limit reference class.
  • Railroad Side Ditchp2 · 2 cropsThe ontology would need a railroad side ditch drainage component class.
  • Steel H-pile Load Testp2 · 2 cropsThe ontology would need a pile load testing activity or test item class.
  • Unidentified Tapered Elementp7 · 2 cropsThe element is unidentified and no specific ontology class can be assigned.
  • Wall Leveling Padp2 · 2 cropsThe ontology would need a wall leveling pad component class.
  • Bridge Limitp3 · 1 crop · ×2The ontology would need a bridge limit reference boundary class.
  • Expansion Sleevep8 · 1 cropThe ontology would need an expansion sleeve component class.
  • Expansion-end Slotp11 · 1 cropThe ontology would need an expansion-end slot component class.
  • Future Groundlinep1 · 1 crop · ×1The ontology would need a proposed or future ground surface reference class.
  • Hardwarep2 · 1 cropThe ontology would need a generic hardware component class.

superstructure17

ancillary system9

alignment system7

substructure6

  • Bent→Pier Systemgroupingbridge.substructure.pier_systemp1, p2, p3, p4, p5, p6, p7, p12, p13, p14, p15, p16, p17, p18, p20 · 56 crops · ×133on “Bent”
  • Bent Cap→Pier Capbridge.substructure.pier_system.pier_capp2, p7, p9, p13, p14, p15, p16, p17, p18 · 42 crops · ×394 read · 1 derivedon “Bent Cap”
  • Column→Rectangular Pier Shaftbridge.substructure.pier_system.pier_shaft.rectangularp13, p14, p15, p16, p17, p18 · 20 crops · ×303 read · 1 derived · 1 gapon “rectangular”
  • End Bent→Abutment Systemgroupingbridge.substructure.abutment_systemp2, p4, p13, p17 · 8 crops · ×10on “End Bent”
  • Abutment Wall→Abutment Stembridge.substructure.abutment_system.abutment_stemp1, p13, p17 · 10 crops · ×151 derived · 4 gapson “Abutment Wall”
  • Vertical Support Membercheck→Pier Shaftbridge.substructure.pier_system.pier_shaftp17 · 2 crops · ×41 read · 3 gapson “vertical support member”

approach earthwork system5

foundation system4

  • Steel H-pile→Steel H Pilebridge.foundation_system.deep_foundation.pile.steel_hp1, p2, p13, p14, p15, p16, p17, p18 · 73 crops · ×3821 read · 1 derived · 3 gapson “Steel H-piles”
  • Footingcheck→Pile Capbridge.foundation_system.deep_foundation.pile_capp1, p2, p14, p15, p16, p17, p18 · 34 crops · ×503 read · 2 derived · 1 gapon “pile-supported footing”
  • Pile Cap→Pile Capbridge.foundation_system.deep_foundation.pile_capp1 · 2 crops · ×41 read · 5 gapson “Pile Cap”
  • Steel H-pile Installationcheck→Steel H Pilebridge.foundation_system.deep_foundation.pile.steel_hp2 · 2 crops2 derived · 3 gapson “steel H”

construction system1

ground system1

◈Index for the agentnot indexed · 8331 points readyopenai/text-embedding-3-small

Everything steps 1 and 2 know, written to the vector store for a chat agent to answer from. Cut fine — a point for each object, each measurement and each note, not one per crop — with the page, the crop and the drawing written into every one, so a retrieved number arrives with enough context to be an answer. The readings as a whole and step 2’s items are indexed too, for the questions that are about a drawing rather than a figure.

Re-runnable at any time: each point is keyed to the record it came from, so re-indexing replaces what changed, adds what is new, and drops what the drawings no longer support. Re-read a crop or correct one by hand, then press this.

8331 points ready to index.

0points stored8,331points ready408crops107items662,298tokens embedded

Collection mindmap_vectors, filtered on projectId = gdot_plan-ab5a9057847f41e3bb9d0ead3c6f2c22.