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GDOT20

gdot_drawing-83a3db2262b94086918a1e232d2b9607 · 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 crops304 crops · all read · 1336 objects · 4531 measurementsconfigured openai/gpt-5.6-terra-pro · about $1.73 for 304 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 304 crops read.

304crops304read1336objects found4531measurements3,769,924tokens in1,185,838tokens out
Page 144 crops · 4 read
item · 4088 × 2212

Other P14 R02

page 14 · other_p14_r02
Original
Other P14 R02
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Top member shown over Columns 1 and 2; right end continues into partial adjacent view."
    },
    {
      "name": "column",
      "tag": "℄ COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column below cap."
    },
    {
      "name": "column",
      "tag": "℄ COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column below cap."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Footing at Column 1 and typical footing detail at Column 2."
    },
    {
      "name": "H-pile",
      "tag": "H-PILE",
      "shape": "H-section",
      "material": "",
      "count": null,
      "note": "Shown beneath footings and in pile connection detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "I4-620, I4-621, 9-620, 9-621, 7-620, 7-621, I2-420, I2-521, I2-522 DBL, I2-1121 SERIES, I2-1120 SERIES, I6-920, 8-I122, 8-I123, 2-520, #8 BAR",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Reinforcement callouts shown in cap, columns, footings, and pile connection detail."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Callout at Column 1; typ."
    },
    {
      "name": "construction joint",
      "tag": "CONST. JT.",
      "shape": "horizontal joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint shown at footing/cap detail."
    },
    {
      "name": "pile connection reinforcement",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": 2,
      "note": "Pile connection detail shows bent bars at H-pile."
    }
  ],
  "measurements": [
    {
      "label": "cap reinforcement spacing",
      "value": "44-421",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum cap depth",
      "value": "4'-10\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "vertical dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "vertical dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "cap/column horizontal dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "cap/column horizontal dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap/column horizontal dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "I4-620"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "I4-621"
    },
    {
      "label": "bar spacing",
      "value": "12\"",
      "unit": "",
      "appliesTo": "9-620"
    },
    {
      "label": "bar spacing",
      "value": "12\"",
      "unit": "",
      "appliesTo": "9-621"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "9-620"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "9-621"
    },
    {
      "label": "bar spacing",
      "value": "12\"",
      "unit": "",
      "appliesTo": "7-620"
    },
    {
      "label": "bar spacing",
      "value": "12\"",
      "unit": "",
      "appliesTo": "7-621"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "I4-620"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "I4-621"
    },
    {
      "label": "bar spacing",
      "value": "7\"",
      "unit": "",
      "appliesTo": "I2-521"
    },
    {
      "label": "bar spacing",
      "value": "7\"",
      "unit": "",
      "appliesTo": "I2-521"
    },
    {
      "label": "bar spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "I4-522 DBL"
    },
    {
      "label": "bar spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "I4-522 DBL"
    },
    {
      "label": "horizontal dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "horizontal dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "horizontal dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "horizontal dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "vertical dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "column height dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "typical dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical clear cover",
      "value": "3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "vertical dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical horizontal dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical horizontal dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical footing size",
      "value": "11'-6\" SQUARE",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical pile projection/depth",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "pile connection bar angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "pile connection bar angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "pile connection bar angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "pile connection bar minimum length",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "pile connection minimum dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "pile connection hole diameter",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "pile connection horizontal dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "pile connection horizontal dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "elevation",
      "value": "EL. 185.78 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.23 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.41 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.10 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.55 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.70 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.38 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.49 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.93 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "elevation",
      "value": "EL. 181.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42 (BK)",
      "unit": "",
      "appliesTo": "partial adjacent bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "partial adjacent bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "partial adjacent column"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "partial adjacent column"
    }
  ],
  "notes": [
    "1. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING REINFORCEMENT AND FOOTING NOTES.",
    "2. BARS 422 NOT SHOWN.",
    "3. EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS."
  ],
  "labels": [
    "NOTES:",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "I2-1121 SERIES",
    "I2-1120 SERIES",
    "SECTION A",
    "SECTION B",
    "SECTION C"
  ],
  "description": "This crop shows the elevation for Bent 2, left looking ahead, including the bent cap, Columns 1 and 2, column reinforcement callouts, and footing/pile support details. A pile connection detail and a typical footing/required construction-joint detail are shown at the lower right; a partial adjacent elevation is visible at the far right."
}

Other P14 R02

done

other_p14_r02

Elevation9 objects · 69 measurements · 5 notes · 11 labels

This crop shows the elevation for Bent 2, left looking ahead, including the bent cap, Columns 1 and 2, column reinforcement callouts, and footing/pile support details. A pile connection detail and a typical footing/required construction-joint detail are shown at the lower right; a partial adjacent elevation is visible at the far right.

Objects · 9

MarkObjectNo.ShapeNote
bent cap1rectangularTop member shown over Columns 1 and 2; right end continues into partial adjacent view.
℄ COLUMN 1column1rectangularVertical column below cap.
℄ COLUMN 2column1rectangularVertical column below cap.
footing2rectangularFooting at Column 1 and typical footing detail at Column 2.
H-PILEH-pileH-sectionShown beneath footings and in pile connection detail.
I4-620, I4-621, 9-620, 9-621, 7-620, 7-621, I2-420, I2-521, I2-522 DBL, I2-1121 SERIES, I2-1120 SERIES, I6-920, 8-I122, 8-I123, 2-520, #8 BARreinforcement barbarReinforcement callouts shown in cap, columns, footings, and pile connection detail.
mechanical coupler1rectangularCallout at Column 1; typ.
CONST. JT.construction joint1horizontal jointRequired construction joint shown at footing/cap detail.
#8 BARpile connection reinforcement2U-shapedPile connection detail shows bent bars at H-pile.

Measurements · 69

MeasurementValueApplies to
cap reinforcement spacing44-421bent cap
minimum cap depth4'-10"bent cap
vertical dimension9"Column 1
vertical dimension4'-8"Column 1
cap/column horizontal dimension8'-9"Column 1
cap/column horizontal dimension25'-0"bent cap
cap/column horizontal dimension8'-9"Column 2
bar spacing6"I4-620
bar spacing6"I4-621
bar spacing12"9-620
bar spacing12"9-621
bar spacing6"9-620
bar spacing6"9-621
bar spacing12"7-620
bar spacing12"7-621
bar spacing6"I4-620
bar spacing6"I4-621
bar spacing7"I2-521
bar spacing7"I2-521
bar spacing5"I4-522 DBL
bar spacing5"I4-522 DBL
horizontal dimension3½"Column 1
horizontal dimension2"Column 1
horizontal dimension8"Column 1
horizontal dimension3½"Column 2
horizontal dimension2"Column 2
horizontal dimension8"Column 2
horizontal dimension1'-0"Column 1
vertical dimension2'-0"Column 1
vertical dimension1'-0"Column 1
column height dimension9'-6"Column 1
typical dimension4"footing
typical clear cover3"footing
vertical dimension4'-0"footing
typical horizontal dimension4'-0"footing
typical horizontal dimension3'-6"footing
typical footing size11'-6" SQUAREfooting
typical pile projection/depth1'-0"H-PILE
pile connection bar angle15°#8 BAR
pile connection bar angle15°#8 BAR
pile connection bar angle30°#8 BAR
pile connection bar minimum length24" MIN.#8 BAR
pile connection minimum dimension5" MIN.H-PILE
pile connection hole diameter2" DIAMETER HOLESH-PILE
pile connection horizontal dimension4"H-PILE
pile connection horizontal dimension4"H-PILE
elevationEL. 185.78 (BK)bent cap
elevationEL. 185.23 (AH)bent cap
elevationEL. 185.96 (BK)bent cap
elevationEL. 185.41 (AH)bent cap
elevationEL. 186.10 (BK)bent cap
elevationEL. 185.55 (AH)bent cap
elevationEL. 186.24 (BK)bent cap
elevationEL. 185.70 (AH)bent cap
elevationEL. 186.38 (BK)bent cap
elevationEL. 185.84 (AH)bent cap
elevationEL. 186.49 (BK)bent cap
elevationEL. 185.93 (AH)bent cap
elevationEL. 181.25Column 1
elevationEL. 181.11Column 1
elevationEL. 181.32Column 1
elevationEL. 181.73Column 2
elevationEL. 181.80Column 2
elevationEL. 181.93bent cap
elevationEL. 151.00, TYP.footing
elevationEL. 186.42 (BK)partial adjacent bent cap
elevationEL. 185.84 (AH)partial adjacent bent cap
elevationEL. 181.84partial adjacent column
elevationEL. 181.68partial adjacent column

Labels

NOTES:MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511ELEVATION(BENT 2 LEFT LOOKING AHEAD)PILE CONNECTION DETAILNO SCALEI2-1121 SERIESI2-1120 SERIESSECTION ASECTION BSECTION C

Notes

  • 1. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING REINFORCEMENT AND FOOTING NOTES.
  • 2. BARS 422 NOT SHOWN.
  • 3. EXTEND BARS 1121A 3'-6" INTO CAP.
  • * REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
  • PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.

openai/gpt-5.6-terra-pro · 30365 tokens · 39.8s

item · 2733 × 1866

Other P14 R03

page 14 · other_p14_r03
Original
Other P14 R03
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular, stepped top profile",
      "material": "",
      "count": 1,
      "note": "Cap is shown spanning between Column 3 and Column 4."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Lower portion is broken in elevation."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Lower portion is broken in elevation."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Two pile portions are visible beneath each footing."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21",
      "shape": "",
      "material": "",
      "count": 44,
      "note": "Cap reinforcement callout: 44-#21 AT EQ. SPS."
    },
    {
      "name": "reinforcement bar",
      "tag": "#22",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Cap reinforcement callout: 8-#22."
    },
    {
      "name": "reinforcement bar",
      "tag": "#20",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Cap reinforcement callout: 2-#20."
    },
    {
      "name": "reinforcement bar",
      "tag": "#23",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Cap reinforcement callout: 8-#23."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Shown at each outer cap segment."
    },
    {
      "name": "reinforcement bar",
      "tag": "#22",
      "shape": "",
      "material": "",
      "count": 14,
      "note": "DBL callout shown at each column region."
    },
    {
      "name": "reinforcement bar",
      "tag": "#20",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "SERIES callout at Column 3."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped bent bar",
      "material": "",
      "count": 1,
      "note": "Partial bar-bend detail is visible at lower left."
    }
  ],
  "measurements": [
    {
      "label": "cap reinforcement spacing",
      "value": "44-#21",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum cap depth",
      "value": "MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 186.42",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 186.29",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 186.12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.58",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 185.94",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.42",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 185.77",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 185.61",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.03",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.61",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.13",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.05",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 180.90",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "outer cap segment length",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "center cap segment length",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar spacing",
      "value": "7\"",
      "unit": "",
      "appliesTo": "#21"
    },
    {
      "label": "bar quantity and spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "#21"
    },
    {
      "label": "bar series quantity",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "#21"
    },
    {
      "label": "bar series quantity",
      "value": "12-#20",
      "unit": "",
      "appliesTo": "#20"
    },
    {
      "label": "bar spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "#22"
    },
    {
      "label": "bar quantity and spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "#22"
    },
    {
      "label": "bar quantity",
      "value": "14-#22",
      "unit": "",
      "appliesTo": "#22"
    },
    {
      "label": "bar arrangement",
      "value": "DBL",
      "unit": "",
      "appliesTo": "#22"
    },
    {
      "label": "bar quantity and equal spacing",
      "value": "25-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "#21"
    },
    {
      "label": "horizontal dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "horizontal dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "footing elevation",
      "value": "EL. 151.00",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "bar bend angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar bend dimension",
      "value": "24\"",
      "unit": "",
      "appliesTo": "#8 BAR"
    }
  ],
  "notes": [
    "44-#21 AT EQ. SPS.",
    "11 SPS. AT 7\"",
    "12-#21 SERIES",
    "6 SPS AT 5\"",
    "14-#22 DBL",
    "25-#21 AT EQ. SPS.",
    "EL. 151.00, TYP."
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. I LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "Atlanta",
    "PARTIAL: #8 BAR"
  ],
  "description": "This crop shows the elevation of Bent 2, right looking ahead, with a continuous bent cap supported by Columns 3 and 4. Each visible column continues down to a rectangular footing with two visible pile portions. A partial #8 bar-bend detail is visible at the lower left of the crop."
}

Other P14 R03

done

other_p14_r03

Elevation13 objects · 38 measurements · 7 notes · 8 labels

This crop shows the elevation of Bent 2, right looking ahead, with a continuous bent cap supported by Columns 3 and 4. Each visible column continues down to a rectangular footing with two visible pile portions. A partial #8 bar-bend detail is visible at the lower left of the crop.

Objects · 13

MarkObjectNo.ShapeNote
bent cap1rectangular, stepped top profileCap is shown spanning between Column 3 and Column 4.
COLUMN 3column1rectangularLower portion is broken in elevation.
COLUMN 4column1rectangularLower portion is broken in elevation.
footing2rectangular
pile4rectangularTwo pile portions are visible beneath each footing.
#21reinforcement bar44Cap reinforcement callout: 44-#21 AT EQ. SPS.
#22reinforcement bar8Cap reinforcement callout: 8-#22.
#20reinforcement bar2Cap reinforcement callout: 2-#20.
#23reinforcement bar8Cap reinforcement callout: 8-#23.
#21reinforcement bar12Shown at each outer cap segment.
#22reinforcement bar14DBL callout shown at each column region.
#20reinforcement bar12SERIES callout at Column 3.
#8 BARreinforcement bar1U-shaped bent barPartial bar-bend detail is visible at lower left.

Measurements · 38

MeasurementValueApplies to
cap reinforcement spacing44-#21bent cap
cap depth4'-0"bent cap
minimum cap depthMIN.bent cap
elevation (BK)EL. 186.42bent cap
elevation (AH)EL. 185.84bent cap
elevation (BK)EL. 186.29bent cap
elevation (AH)EL. 185.75bent cap
elevation (BK)EL. 186.12bent cap
elevation (AH)EL. 185.58bent cap
elevation (BK)EL. 185.94bent cap
elevation (AH)EL. 185.42bent cap
elevation (BK)EL. 185.77bent cap
elevation (AH)EL. 185.26bent cap
elevation (BK)EL. 185.61bent cap
elevation (AH)EL. 185.03bent cap
elevationEL. 181.84bent cap
elevationEL. 181.68bent cap
elevationEL. 181.61bent cap
elevationEL. 181.13bent cap
elevationEL. 181.05bent cap
elevationEL. 180.90bent cap
outer cap segment length8'-9"bent cap
center cap segment length25'-0"bent cap
bar spacing7"#21
bar quantity and spacing11 SPS. AT 7"#21
bar series quantity12-#21#21
bar series quantity12-#20#20
bar spacing5"#22
bar quantity and spacing6 SPS AT 5"#22
bar quantity14-#22#22
bar arrangementDBL#22
bar quantity and equal spacing25-#21 AT EQ. SPS.#21
horizontal dimension3½"bent cap
horizontal dimension2"COLUMN 3
horizontal dimension8"COLUMN 3
footing elevationEL. 151.00footing
bar bend angle30°#8 BAR
minimum bar bend dimension24"#8 BAR

Labels

ABELEVATION(BENT 2 RIGHT LOOKING AHEAD)BRIDGE NO. I LT. AND RT.S&A SASTRY & ASSOCIATES, INC.AtlantaPARTIAL: #8 BAR

Notes

  • 44-#21 AT EQ. SPS.
  • 11 SPS. AT 7"
  • 12-#21 SERIES
  • 6 SPS AT 5"
  • 14-#22 DBL
  • 25-#21 AT EQ. SPS.
  • EL. 151.00, TYP.

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item · 862 × 504

Other P14 R05

page 14 · other_p14_r05
Original
Other P14 R05
{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "ALL PILES SHALL BE STEEL H, HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "237",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile section designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "365",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "119",
      "unit": "",
      "appliesTo": "BENT 2L"
    },
    {
      "label": "minimum tip elevation",
      "value": "118",
      "unit": "",
      "appliesTo": "BENT 2R"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE"
  ],
  "description": "This crop is a pile design and driving notes block. It specifies steel H-pile type, maximum factored axial load, required driving resistance, and minimum pile tip elevations for Bents 2L and 2R."
}

Other P14 R05

done

other_p14_r05

Notes1 object · 5 measurements · 3 notes · 1 label

This crop is a pile design and driving notes block. It specifies steel H-pile type, maximum factored axial load, required driving resistance, and minimum pile tip elevations for Bents 2L and 2R.

Objects · 1

ObjectShapeMaterialNote
pilesH-sectionsteelALL PILES SHALL BE STEEL H, HP 12 X 53.

Measurements · 5

MeasurementValueUnitApplies to
maximum factored axial load237KIPSpiles
pile section designationHP 12 X 53piles
driving resistance365KIPSpiles
minimum tip elevation119BENT 2L
minimum tip elevation118BENT 2R

Labels

PLAN DRIVING OBJECTIVE

Notes

  • PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.
  • ALL PILES SHALL BE STEEL H, HP 12 X 53.
  • ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED.

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Other P14 R06

page 14 · other_p14_r06
Original
Other P14 R06
{
  "view": "Table",
  "objects": [
    {
      "name": "Class AA concrete",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Quantity listed for Bent 2 LT. and Bent 2 RT."
    },
    {
      "name": "Bar reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Quantity listed for Bent 2 LT. and Bent 2 RT."
    }
  ],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "15875",
      "unit": "LB",
      "appliesTo": "BENT 2 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "15848",
      "unit": "LB",
      "appliesTo": "BENT 2 RT."
    }
  ],
  "notes": [],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 2 LT.",
    "BENT 2 RT."
  ],
  "description": "This crop is a substructure quantities table for the left and right portions of Bent 2. It lists Class AA concrete and reinforcing-steel quantities for each side."
}

Other P14 R06

done

other_p14_r06

Table2 objects · 4 measurements · 4 labels

This crop is a substructure quantities table for the left and right portions of Bent 2. It lists Class AA concrete and reinforcing-steel quantities for each side.

Objects · 2

ObjectMaterialNote
Class AA concreteconcreteQuantity listed for Bent 2 LT. and Bent 2 RT.
Bar reinforcing steelsteelQuantity listed for Bent 2 LT. and Bent 2 RT.

Measurements · 4

MeasurementValueUnitApplies to
CY CLASS AA CONCRETE93.0CYBENT 2 LT.
CY CLASS AA CONCRETE93.0CYBENT 2 RT.
LB BAR REINF STEEL15875LBBENT 2 LT.
LB BAR REINF STEEL15848LBBENT 2 RT.

Labels

SUBSTRUCTURE QUANTITIESITEMBENT 2 LT.BENT 2 RT.

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p15_r01 plan

page 15 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p15_r01_plan
Original
p15_r01 plan
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 3 LEFT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan with centerline labeled ℄ BENT and ℄ BEARING."
    },
    {
      "name": "Bent",
      "tag": "BENT 3 RIGHT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan with centerline labeled ℄ BENT and ℄ BEARING."
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Beam centerlines shown at BENT 3 LEFT."
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 7 through ℄ BEAM 12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Beam centerlines shown at BENT 3 RIGHT."
    },
    {
      "name": "Dowel-bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Formed hole for smooth dowel bar, noted as typical at both bent plans."
    }
  ],
  "measurements": [
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Bent length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Bent length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "End dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "End dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "End offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "End offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "End offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "End offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Dowel-bar hole"
    },
    {
      "label": "Hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Dowel-bar hole"
    },
    {
      "label": "Dowel bar diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "Dowel-bar hole"
    },
    {
      "label": "Station",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Station",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1/2\" DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SR 21 EB = PGL",
    "STA. 18+63.35",
    "STA. 18+56.65",
    "PLAN",
    "(BENT 3 LEFT)",
    "(BENT 3 RIGHT)",
    "℄ BENT",
    "℄ BEARING",
    "P.J. NO. 001981",
    "GDOT"
  ],
  "description": "The crop shows two plan views of Bent 3, identified as BENT 3 LEFT and BENT 3 RIGHT. Each rectangular bent plan shows six beam centerlines, bearing and bent centerlines, skew geometry, dimensions, stationing, and a typical smooth-dowel-bar hole callout."
}

p15_r01 plan

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p15_r01_plan

Plan5 objects · 31 measurements · 2 notes · 11 labels

The crop shows two plan views of Bent 3, identified as BENT 3 LEFT and BENT 3 RIGHT. Each rectangular bent plan shows six beam centerlines, bearing and bent centerlines, skew geometry, dimensions, stationing, and a typical smooth-dowel-bar hole callout.

Objects · 5

MarkObjectNo.ShapeNote
BENT 3 LEFTBent1rectangularShown in plan with centerline labeled ℄ BENT and ℄ BEARING.
BENT 3 RIGHTBent1rectangularShown in plan with centerline labeled ℄ BENT and ℄ BEARING.
℄ BEAM 1 through ℄ BEAM 6Beam6Beam centerlines shown at BENT 3 LEFT.
℄ BEAM 7 through ℄ BEAM 12Beam6Beam centerlines shown at BENT 3 RIGHT.
Dowel-bar holecircularFormed hole for smooth dowel bar, noted as typical at both bent plans.

Measurements · 31

MeasurementValueApplies to
Skew angle81°-20'-05.0"BENT 3 LEFT
Skew angle81°-20'-05.0"BENT 3 RIGHT
Dimension22'-0"BENT 3 LEFT
Dimension22'-0"BENT 3 RIGHT
Bent length42'-6"BENT 3 LEFT
Bent length42'-6"BENT 3 RIGHT
Beam centerline spacing7'-7 1/16"BENT 3 LEFT
Beam centerline spacing7'-7 1/16"BENT 3 RIGHT
Beam centerline spacing7'-7 1/2"BENT 3 LEFT
Beam centerline spacing7'-7 1/2"BENT 3 RIGHT
End dimension6'-0"BENT 3 LEFT
End dimension6'-0"BENT 3 RIGHT
End offset2'-3 3/8"BENT 3 LEFT
End offset2'-3 5/16"BENT 3 LEFT
End offset2'-3 3/8"BENT 3 RIGHT
End offset2'-3 5/16"BENT 3 RIGHT
Dimension2'-9 3/8"BENT 3 LEFT
Dimension2'-9 3/8"BENT 3 RIGHT
Dimension1'-2"BENT 3 LEFT
Dimension1'-2"BENT 3 RIGHT
Dimension1 1/2"BENT 3 LEFT
Dimension1 1/2"BENT 3 RIGHT
Dimension2'-1 1/2"BENT 3 LEFT
Dimension2'-1 1/2"BENT 3 RIGHT
Dimension4'-3"BENT 3 LEFT
Dimension4'-3"BENT 3 RIGHT
Hole diameter3"Dowel-bar hole
Hole depth12"Dowel-bar hole
Dowel bar diameter1/2"Dowel-bar hole
Station18+63.35BENT 3 LEFT
Station18+56.65BENT 3 RIGHT

Labels

SR 21 WB = PGLSR 21 EB = PGLSTA. 18+63.35STA. 18+56.65PLAN(BENT 3 LEFT)(BENT 3 RIGHT)℄ BENT℄ BEARINGP.J. NO. 001981GDOT

Notes

  • FORM 3" DIA. X 12" DEEP HOLE FOR 1/2" DIA. SMOOTH DOWEL BAR, TYP.
  • FORM 3" DIA. X 12" DEEP HOLE FOR 1/2" DIA. SMOOTH DOWEL BAR, TYP.

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crop · 5950 × 2329

p15_r02 title block

page 15 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p15_r02_title_block
Original
p15_r02 title block
{
  "view": "Unclear",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 3 LEFT / BENT 3 RIGHT",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown in plan and elevation."
    },
    {
      "name": "Column",
      "tag": "COLUMN 1, COLUMN 2, COLUMN 3, COLUMN 4",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Centerlines are indicated."
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "EL. 151.00, TYP. is called out at footings."
    },
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": null,
      "note": "Pile connection detail is shown; pile quantities are indicated by 18-930 AT EQ. SPS. on the left bent elevation."
    },
    {
      "name": "Pile connection reinforcement",
      "tag": "#8 BAR",
      "shape": "bent bar",
      "material": "",
      "count": 2,
      "note": "Shown in pile connection detail."
    },
    {
      "name": "Mechanical coupler",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "TYP.; SEE SPECIAL PROVISION."
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "horizontal joint",
      "material": "",
      "count": null,
      "note": "Required construction joint is indicated at the column/footing region."
    },
    {
      "name": "Reinforcement bars",
      "tag": "431, 530, 531, 532, 630, 631, 930, 131, 131A, 132, 133",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Bar marks and spacing are shown for caps, columns, and footings."
    }
  ],
  "measurements": [
    {
      "label": "Cap reinforcing",
      "value": "44-431 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap reinforcing",
      "value": "8-1132",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap reinforcing",
      "value": "2-530",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap reinforcing",
      "value": "8-1133",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap length between indicated column regions",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "End dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Column reinforcing",
      "value": "12-531",
      "unit": "",
      "appliesTo": "COLUMN 1 / COLUMN 2"
    },
    {
      "label": "Column reinforcing",
      "value": "12-131 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "Column reinforcing",
      "value": "12-1130 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 2 / COLUMN 3"
    },
    {
      "label": "Column reinforcing spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "Columns"
    },
    {
      "label": "Column reinforcing spacing",
      "value": "6 SPS AT 5\" DBL",
      "unit": "",
      "appliesTo": "Columns"
    },
    {
      "label": "Column reinforcing",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "Columns"
    },
    {
      "label": "Column reinforcing",
      "value": "14-532",
      "unit": "",
      "appliesTo": "Columns"
    },
    {
      "label": "Column width",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "Column vertical dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "Column top and bottom offsets",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "Clear cover",
      "value": "3\" CL., TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing depth",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing plan dimension",
      "value": "13'-0\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing reinforcing",
      "value": "18-930 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing pile reinforcing",
      "value": "18-930",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Pile reinforcing",
      "value": "14-630 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "14-631 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "9-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "9-631 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "7-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "7-631 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "14-430 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Pile connection detail bar angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Pile connection detail bar angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Pile connection detail minimum dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Pile connection detail minimum dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Pile connection detail dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Pile connection detail hole size",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.79 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.24 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.98 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.47 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.14 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.60 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.30 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.75 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.46 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.91 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.58 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.03 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.60 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.04 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.49 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.94 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.35 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.79 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.20 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.65 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.06 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.51 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.88 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.32 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.26",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.88",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 182.03",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 182.04",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.90",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.83",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.41",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.20",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Pile factored axial load",
      "value": "222 KIPS",
      "unit": "",
      "appliesTo": "Piles"
    }
  ],
  "notes": [
    "1. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "2. BARS 432 NOT SHOWN.",
    "3. EXTEND BARS 131A 3'-9\" INTO CAP.",
    "* REQUIRED CONSTRUCTION JOINT. AS CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS."
  ],
  "labels": [
    "PLAN (BENT 3 LEFT)",
    "PLAN (BENT 3 RIGHT)",
    "ELEVATION (BENT 3 LEFT LOOKING AHEAD)",
    "ELEVATION (BENT 3 RIGHT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "NOTES:",
    "A",
    "B",
    "SECTION A-A",
    "SECTION B-B",
    "INTERMEDIATE BENT 3",
    "BRIDGE NO. 1 LT. AND RT.",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "SASTRY & ASSOCIATES, INC."
  ],
  "description": "This crop is an intermediate bent detail sheet showing plan views for Bent 3 Left and Bent 3 Right, together with their elevations. It documents bent caps, Columns 1 through 4, footings, H-pile connections, reinforcing bar marks, elevations, and a pile connection detail."
}

p15_r02 title block

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p15_r02_title_block

Unclear8 objects · 73 measurements · 6 notes · 16 labels

This crop is an intermediate bent detail sheet showing plan views for Bent 3 Left and Bent 3 Right, together with their elevations. It documents bent caps, Columns 1 through 4, footings, H-pile connections, reinforcing bar marks, elevations, and a pile connection detail.

Objects · 8

MarkObjectNo.ShapeNote
BENT 3 LEFT / BENT 3 RIGHTBent cap2rectangularShown in plan and elevation.
COLUMN 1, COLUMN 2, COLUMN 3, COLUMN 4Column4rectangularCenterlines are indicated.
Footing4rectangularEL. 151.00, TYP. is called out at footings.
H-pileH-sectionPile connection detail is shown; pile quantities are indicated by 18-930 AT EQ. SPS. on the left bent elevation.
#8 BARPile connection reinforcement2bent barShown in pile connection detail.
Mechanical coupler1rectangularTYP.; SEE SPECIAL PROVISION.
Construction jointhorizontal jointRequired construction joint is indicated at the column/footing region.
431, 530, 531, 532, 630, 631, 930, 131, 131A, 132, 133Reinforcement barsbarBar marks and spacing are shown for caps, columns, and footings.

Measurements · 73

MeasurementValueApplies to
Cap reinforcing44-431 AT EQ. SPS.BENT 3 LEFT / BENT 3 RIGHT
Cap reinforcing8-1132BENT 3 LEFT / BENT 3 RIGHT
Cap reinforcing2-530BENT 3 LEFT / BENT 3 RIGHT
Cap reinforcing8-1133BENT 3 LEFT / BENT 3 RIGHT
Cap depth4'-0" MIN.BENT 3 LEFT / BENT 3 RIGHT
Cap length between indicated column regions25'-0"BENT 3 LEFT / BENT 3 RIGHT
End dimension8'-9"BENT 3 LEFT / BENT 3 RIGHT
Column reinforcing12-531COLUMN 1 / COLUMN 2
Column reinforcing12-131 SERIESCOLUMN 3
Column reinforcing12-1130 SERIESCOLUMN 2 / COLUMN 3
Column reinforcing spacing6 SPS AT 5"Columns
Column reinforcing spacing6 SPS AT 5" DBLColumns
Column reinforcing14-532 DBLColumns
Column reinforcing14-532Columns
Column width2'-0"COLUMN 2
Column vertical dimension9'-6"COLUMN 2
Column top and bottom offsets1'-0"COLUMN 2
Clear cover3" CL., TYP.Footing
Footing depth4'-0" TYP.Footing
Footing plan dimension13'-0" SQUARE TYP.Footing
Footing reinforcing18-930 AT EQ. SPS.Footing
Footing pile reinforcing18-930Footing
Footing elevationEL. 151.00, TYP.Footing
Pile reinforcing14-630 AT 6" MAX.Pile/footing connection
Pile reinforcing14-631 AT 6" MAX.Pile/footing connection
Pile reinforcing9-630 AT 12" MAX.Pile/footing connection
Pile reinforcing9-631 AT 12" MAX.Pile/footing connection
Pile reinforcing7-630 AT 12" MAX.Pile/footing connection
Pile reinforcing7-631 AT 12" MAX.Pile/footing connection
Pile reinforcing14-430 AT EQ. SPS.Footing
Pile connection detail bar angle15°#8 BAR
Pile connection detail bar angle30°#8 BAR
Pile connection detail minimum dimension5" MIN.H-PILE
Pile connection detail minimum dimension24" MIN.#8 BAR
Pile connection detail dimension4"H-PILE
Pile connection detail hole size2" DIAMETER HOLESH-PILE
Cap elevationEL. 185.79 (AH)BENT 3 LEFT
Cap elevationEL. 185.24 (BK)BENT 3 LEFT
Cap elevationEL. 185.98 (AH)BENT 3 LEFT
Cap elevationEL. 185.47 (BK)BENT 3 LEFT
Cap elevationEL. 186.14 (AH)BENT 3 LEFT
Cap elevationEL. 185.60 (BK)BENT 3 LEFT
Cap elevationEL. 186.30 (AH)BENT 3 LEFT
Cap elevationEL. 185.75 (BK)BENT 3 LEFT
Cap elevationEL. 186.46 (AH)BENT 3 LEFT
Cap elevationEL. 185.91 (BK)BENT 3 LEFT
Cap elevationEL. 186.58 (AH)BENT 3 LEFT
Cap elevationEL. 186.03 (BK)BENT 3 LEFT
Cap elevationEL. 186.60 (AH)BENT 3 RIGHT
Cap elevationEL. 186.04 (BK)BENT 3 RIGHT
Cap elevationEL. 186.49 (AH)BENT 3 RIGHT
Cap elevationEL. 185.94 (BK)BENT 3 RIGHT
Cap elevationEL. 186.35 (AH)BENT 3 RIGHT
Cap elevationEL. 185.79 (BK)BENT 3 RIGHT
Cap elevationEL. 186.20 (AH)BENT 3 RIGHT
Cap elevationEL. 185.65 (BK)BENT 3 RIGHT
Cap elevationEL. 186.06 (AH)BENT 3 RIGHT
Cap elevationEL. 185.51 (BK)BENT 3 RIGHT
Cap elevationEL. 185.88 (AH)BENT 3 RIGHT
Cap elevationEL. 185.32 (BK)BENT 3 RIGHT
Cap underside elevationEL. 181.26BENT 3 LEFT
Cap underside elevationEL. 181.11BENT 3 LEFT
Cap underside elevationEL. 181.34BENT 3 LEFT
Cap underside elevationEL. 181.80BENT 3 LEFT
Cap underside elevationEL. 181.88BENT 3 LEFT
Cap underside elevationEL. 182.03BENT 3 LEFT
Cap underside elevationEL. 182.04BENT 3 RIGHT
Cap underside elevationEL. 181.90BENT 3 RIGHT
Cap underside elevationEL. 181.83BENT 3 RIGHT
Cap underside elevationEL. 181.41BENT 3 RIGHT
Cap underside elevationEL. 181.34BENT 3 RIGHT
Cap underside elevationEL. 181.20BENT 3 RIGHT
Pile factored axial load222 KIPSPiles

Labels

PLAN (BENT 3 LEFT)PLAN (BENT 3 RIGHT)ELEVATION (BENT 3 LEFT LOOKING AHEAD)ELEVATION (BENT 3 RIGHT LOOKING AHEAD)PILE CONNECTION DETAILNO SCALENOTES:ABSECTION A-ASECTION B-BINTERMEDIATE BENT 3BRIDGE NO. 1 LT. AND RT.GEORGIA DEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESSASTRY & ASSOCIATES, INC.

Notes

  • 1. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.
  • 2. BARS 432 NOT SHOWN.
  • 3. EXTEND BARS 131A 3'-9" INTO CAP.
  • * REQUIRED CONSTRUCTION JOINT. AS CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
  • MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION.
  • PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.

openai/gpt-5.6-terra-pro · 36328 tokens · 45.2s

crop · 2051 × 1192

p15_r03 title block

page 15 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p15_r03_title_block
Original
p15_r03 title block
{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "Bridge Sheet",
      "value": "15 OF 21",
      "unit": "",
      "appliesTo": "Bridge sheet"
    }
  ],
  "notes": [
    "(UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    "ELEVATION",
    "(BENT 3 RIGHT LOOKING AHEAD)",
    "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",
    "INTERMEDIATE BENT 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO.",
    "35-0015",
    "BRIDGE SHEET",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "MAY 2025",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0015.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "No.19371",
    "ARUNA SASTRY"
  ],
  "description": "This crop primarily shows the project title block for the Intermediate Bent 3 drawing, SR 21 @ NS #620272Y in Jenkins County. It identifies Georgia Department of Transportation and Sastry & Associates, Inc., drawing number 35-0015, Bridge Sheet 15 of 21. A partial elevation title, “(BENT 3 RIGHT LOOKING AHEAD),” is visible above the title block."
}

p15_r03 title block

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p15_r03_title_block

Title Block2 measurements · 1 note · 40 labels

This crop primarily shows the project title block for the Intermediate Bent 3 drawing, SR 21 @ NS #620272Y in Jenkins County. It identifies Georgia Department of Transportation and Sastry & Associates, Inc., drawing number 35-0015, Bridge Sheet 15 of 21. A partial elevation title, “(BENT 3 RIGHT LOOKING AHEAD),” is visible above the title block.

Objects · 0

No objects read. Edit to add one.

Measurements · 2

MeasurementValueApplies to
Scale1/4" = 1'-0"Drawing
Bridge Sheet15 OF 21Bridge sheet

Labels

ELEVATION(BENT 3 RIGHT LOOKING AHEAD)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 STRUCTURESINTERMEDIATE BENT 3SR 21 @ NS #620272YJENKINS COUNTY0019181DRAWING NO.35-0015BRIDGE SHEETDATEREVISIONSBYDESIGNEDUPDRAWNEPRCHECKEDASDESIGN GROUPJBKREVIEWEDDLC/SKGAPPROVEDDPDMAY 20251 INCH WHEN PRINTED FULL SIZE0019181_0015.dgnGEORGIA REGISTERED PROFESSIONAL ENGINEERNo.19371ARUNA SASTRY

Notes

  • (UNLESS OTHERWISE NOTED)

openai/gpt-5.6-terra-pro · 17185 tokens · 13.0s

crop · 813 × 471

p15_r04 plan driving objective

page 15 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p15_r04_plan_driving_objective
Original
p15_r04 plan driving objective
{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified as HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "222",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "342",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "115",
      "unit": "",
      "appliesTo": "BENT 3L"
    },
    {
      "label": "minimum tip elevation",
      "value": "114",
      "unit": "",
      "appliesTo": "BENT 3R"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE"
  ],
  "description": "This crop is a pile design and driving objective note block. It specifies steel H-pile designation, maximum factored axial load, required driving resistance, and minimum tip elevations at BENT 3L and BENT 3R."
}

p15_r04 plan driving objective

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p15_r04_plan_driving_objective

Notes1 object · 5 measurements · 3 notes · 1 label

This crop is a pile design and driving objective note block. It specifies steel H-pile designation, maximum factored axial load, required driving resistance, and minimum tip elevations at BENT 3L and BENT 3R.

Objects · 1

ObjectShapeMaterialNote
pilesH-sectionsteelSpecified as HP 12 X 53.

Measurements · 5

MeasurementValueUnitApplies to
maximum factored axial load222KIPSpiles
pile designationHP 12 X 53piles
driving resistance342KIPSpiles
minimum tip elevation115BENT 3L
minimum tip elevation114BENT 3R

Labels

PLAN DRIVING OBJECTIVE

Notes

  • PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.
  • ALL PILES SHALL BE STEEL H, HP 12 X 53.
  • ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED.

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crop · 1069 × 340

p15_r05 substructure quantities

page 15 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p15_r05_substructure_quantities
Original
p15_r05 substructure quantities
{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 3 LT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Quantity column shown."
    },
    {
      "name": "Bent",
      "tag": "BENT 3 RT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Quantity column shown."
    }
  ],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "104.0",
      "unit": "CY",
      "appliesTo": "BENT 3 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "104.0",
      "unit": "CY",
      "appliesTo": "BENT 3 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "16679",
      "unit": "LB",
      "appliesTo": "BENT 3 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "16681",
      "unit": "LB",
      "appliesTo": "BENT 3 RT."
    }
  ],
  "notes": [],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL"
  ],
  "description": "This crop is a substructure quantities table for Bent 3 left and Bent 3 right. It lists Class AA concrete quantities in cubic yards and reinforcing steel quantities in pounds for each bent."
}

p15_r05 substructure quantities

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p15_r05_substructure_quantities

Table2 objects · 4 measurements · 4 labels

This crop is a substructure quantities table for Bent 3 left and Bent 3 right. It lists Class AA concrete quantities in cubic yards and reinforcing steel quantities in pounds for each bent.

Objects · 2

MarkObjectNo.Note
BENT 3 LT.Bent1Quantity column shown.
BENT 3 RT.Bent1Quantity column shown.

Measurements · 4

MeasurementValueUnitApplies to
CY CLASS AA CONCRETE104.0CYBENT 3 LT.
CY CLASS AA CONCRETE104.0CYBENT 3 RT.
LB BAR REINF STEEL16679LBBENT 3 LT.
LB BAR REINF STEEL16681LBBENT 3 RT.

Labels

SUBSTRUCTURE QUANTITIESITEMCY CLASS AA CONCRETELB BAR REINF STEEL

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Other P15 R01

page 15 · other_p15_r01
Original
Other P15 R01
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown as separate left and right plan portions."
    },
    {
      "name": "beam centerline",
      "tag": "C BEAM 1–C BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Six beam centerlines are shown in each bent portion."
    },
    {
      "name": "bearing centerline",
      "tag": "C BEARING",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Centerline callout shown; individual bearings are not distinctly detailed."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Called out as typical in formed holes."
    }
  ],
  "measurements": [
    {
      "label": "station",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "station",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "roadway alignment length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "roadway alignment length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT, TYP."
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT, TYP."
    },
    {
      "label": "overall bent-cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "overall bent-cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7½\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7½\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "left end offset",
      "value": "2'-3⅜\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "right end offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "left end offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "right end offset",
      "value": "2'-3⅜\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "offset dimension",
      "value": "1'-9⅜\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "offset dimension",
      "value": "1'-9⅜\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "vertical dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "dowel-bar diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1/2\" DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SR 21 EB = PGL",
    "PLAN",
    "BENT 3 LEFT",
    "BENT 3 RIGHT",
    "STA. 18+63.35",
    "STA. 18+56.65",
    "P.I. NO. 001981",
    "GDOT"
  ],
  "description": "The crop contains plan views of BENT 3, shown as BENT 3 LEFT and BENT 3 RIGHT. Each portion shows a rectangular bent-cap layout with six beam centerlines, bearing-centerline callouts, skew geometry, stationing, and typical smooth-dowel-bar hole requirements."
}

Other P15 R01

done

other_p15_r01

Plan4 objects · 37 measurements · 2 notes · 9 labels

The crop contains plan views of BENT 3, shown as BENT 3 LEFT and BENT 3 RIGHT. Each portion shows a rectangular bent-cap layout with six beam centerlines, bearing-centerline callouts, skew geometry, stationing, and typical smooth-dowel-bar hole requirements.

Objects · 4

MarkObjectNo.ShapeNote
BENT 3bent cap2rectangularShown as separate left and right plan portions.
C BEAM 1–C BEAM 12beam centerline12linearSix beam centerlines are shown in each bent portion.
C BEARINGbearing centerlinelinearCenterline callout shown; individual bearings are not distinctly detailed.
smooth dowel barcylindricalCalled out as typical in formed holes.

Measurements · 37

MeasurementValueApplies to
station18+63.35BENT 3 LEFT
station18+56.65BENT 3 RIGHT
roadway alignment length22'-0"SR 21 WB = PGL
roadway alignment length22'-0"SR 21 EB = PGL
skew angle81°-20'-05.0"BENT 3 LEFT
skew angle81°-20'-05.0"BENT 3 RIGHT
skew angle81°-20'-05.0"BENT 3 LEFT, TYP.
skew angle81°-20'-05.0"BENT 3 RIGHT, TYP.
overall bent-cap length42'-6"BENT 3 LEFT
overall bent-cap length42'-6"BENT 3 RIGHT
end dimension6'-0"BENT 3 LEFT
beam spacing7'-7½"BENT 3 LEFT
end dimension6'-0"BENT 3 LEFT
end dimension6'-0"BENT 3 RIGHT
beam spacing7'-7½"BENT 3 RIGHT
end dimension6'-0"BENT 3 RIGHT
left end offset2'-3⅜"BENT 3 LEFT
beam centerline spacing7'-7 1/16"BENT 3 LEFT
right end offset2'-3 5/16"BENT 3 LEFT
left end offset2'-3 5/16"BENT 3 RIGHT
beam centerline spacing7'-7 1/16"BENT 3 RIGHT
right end offset2'-3⅜"BENT 3 RIGHT
offset dimension1'-9⅜"BENT 3 LEFT
offset dimension1'-9⅜"BENT 3 RIGHT
vertical dimension1'-2"BENT 3 LEFT
vertical dimension2'-1½"BENT 3 LEFT
vertical dimension4'-3"BENT 3 LEFT
vertical dimension1'-2"BENT 3 LEFT
vertical dimension2'-1½"BENT 3 LEFT
vertical dimension1'-2"BENT 3 RIGHT
vertical dimension2'-1½"BENT 3 RIGHT
vertical dimension4'-3"BENT 3 RIGHT
vertical dimension1'-2"BENT 3 RIGHT
vertical dimension2'-1½"BENT 3 RIGHT
dowel-bar hole diameter3"smooth dowel bar hole
dowel-bar hole depth12"smooth dowel bar hole
dowel-bar diameter1/2"smooth dowel bar

Labels

SR 21 WB = PGLSR 21 EB = PGLPLANBENT 3 LEFTBENT 3 RIGHTSTA. 18+63.35STA. 18+56.65P.I. NO. 001981GDOT

Notes

  • FORM 3" DIA. X 12" DEEP HOLE FOR 1/2" DIA. SMOOTH DOWEL BAR, TYP.
  • FORM 3" DIA. X 12" DEEP HOLE FOR 1/2" DIA. SMOOTH DOWEL BAR, TYP.

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Other P15 R02

page 15 · other_p15_r02
Original
Other P15 R02
{
  "view": "Detail",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 3 LEFT",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in plan and elevation at left."
    },
    {
      "name": "Bent cap",
      "tag": "BENT 3 RIGHT",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in plan and elevation at right."
    },
    {
      "name": "Column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 4,
      "note": "EL. 151.00, TYP."
    },
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": 8,
      "note": "Pile connection detail shown; pile quantity is based on visible footing pile symbols."
    },
    {
      "name": "Pile connection reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Shown in PILE CONNECTION DETAIL."
    },
    {
      "name": "Mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 51."
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "horizontal joint",
      "material": "",
      "count": null,
      "note": "Construction-joint locations are indicated in the elevation."
    }
  ],
  "measurements": [
    {
      "label": "Cap reinforcing-bar spacing",
      "value": "44-43I AT EQ. SPS.",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.79 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.24 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.98 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.43 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.14 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.60 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.30 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.75 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.46 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.91 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.58 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.03 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Cap depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "8-I132",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "2-530",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.26",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.88",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.03",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "12-53I",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar spacing",
      "value": "6 SPS AT 1'-5\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "25-53I AT EQ. SPS.",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "12-I131 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout",
      "value": "12-I130 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Dimension",
      "value": "4\" TYP.",
      "unit": "",
      "appliesTo": "Column reinforcement"
    },
    {
      "label": "Dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "14-630 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "14-63I AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "9-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "9-63I AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "7-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "7-63I AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout",
      "value": "14-430 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "COLUMN 1 footing"
    },
    {
      "label": "Bar callout and spacing",
      "value": "18-930 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "COLUMN 1 footing"
    },
    {
      "label": "Elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "Footings"
    },
    {
      "label": "Dimension",
      "value": "4'-9\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "Dimension",
      "value": "3'-6\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "Dimension",
      "value": "1'-0\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "Dimension",
      "value": "13'-0\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "Cap reinforcing-bar spacing",
      "value": "44-43I AT EQ. SPS.",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.60 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.04 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.49 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.94 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.35 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.79 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.20 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.65 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.06 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.51 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.88 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.32 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Cap depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "8-I132",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "2-530",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.90",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.83",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.41",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.20",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap underside"
    },
    {
      "label": "Spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "12-53I",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar spacing",
      "value": "6 SPS AT 1'-5\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "25-53I AT EQ. SPS.",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "12-I131 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "Bar callout",
      "value": "12-I130 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "Dimension",
      "value": "15°",
      "unit": "",
      "appliesTo": "Pile connection detail"
    },
    {
      "label": "Dimension",
      "value": "30°",
      "unit": "",
      "appliesTo": "Pile connection detail"
    },
    {
      "label": "Dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "Pile connection detail"
    },
    {
      "label": "Dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "Pile connection detail"
    },
    {
      "label": "Diameter",
      "value": "⅞\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Pile axial load",
      "value": "220 KIPS",
      "unit": "",
      "appliesTo": "Piles"
    }
  ],
  "notes": [
    "1. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING DETAILS.",
    "2. BARS 432 NOT SHOWN.",
    "3. EXTEND BARS 131A 3'-9\" INTO CAP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 51.",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "* CONST. JT., TYP.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 220 KIPS.",
    "ALL PILES SHALL BE STEEL H-PILES HP 12 X 53. partial"
  ],
  "labels": [
    "PLAN",
    "(BENT 3 LEFT)",
    "PLAN",
    "(BENT 3 RIGHT)",
    "ELEVATION",
    "(BENT 3 LEFT LOOKING AHEAD)",
    "ELEVATION",
    "(BENT 3 RIGHT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "NOTES:",
    "BRIDGE NO. I LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT 3"
  ],
  "description": "This crop shows plan and elevation details for Intermediate Bent 3, divided into BENT 3 LEFT and BENT 3 RIGHT, with columns 1 through 4 and their individual footings. It also includes cap and column reinforcing callouts, footing pile symbols, construction-joint information, and a pile connection detail for H-piles."
}

Other P15 R02

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other_p15_r02

Detail11 objects · 92 measurements · 8 notes · 16 labels

This crop shows plan and elevation details for Intermediate Bent 3, divided into BENT 3 LEFT and BENT 3 RIGHT, with columns 1 through 4 and their individual footings. It also includes cap and column reinforcing callouts, footing pile symbols, construction-joint information, and a pile connection detail for H-piles.

Objects · 11

MarkObjectNo.ShapeMaterialNote
BENT 3 LEFTBent cap1rectangularreinforced concreteShown in plan and elevation at left.
BENT 3 RIGHTBent cap1rectangularreinforced concreteShown in plan and elevation at right.
COLUMN 1Column1rectangularreinforced concrete
COLUMN 2Column1rectangularreinforced concrete
COLUMN 3Column1rectangularreinforced concrete
COLUMN 4Column1rectangularreinforced concrete
Footing4rectangularreinforced concreteEL. 151.00, TYP.
H-pile8H-sectionsteelPile connection detail shown; pile quantity is based on visible footing pile symbols.
#8 BARPile connection reinforcement barU-shapedShown in PILE CONNECTION DETAIL.
Mechanical couplerMECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 51.
Construction jointhorizontal jointConstruction-joint locations are indicated in the elevation.

Measurements · 92

MeasurementValueApplies to
Cap reinforcing-bar spacing44-43I AT EQ. SPS.BENT 3 LEFT cap
ElevationEL. 185.79 (AH)BENT 3 LEFT cap
ElevationEL. 185.24 (BK)BENT 3 LEFT cap
ElevationEL. 185.98 (AH)BENT 3 LEFT cap
ElevationEL. 185.43 (BK)BENT 3 LEFT cap
ElevationEL. 186.14 (AH)BENT 3 LEFT cap
ElevationEL. 185.60 (BK)BENT 3 LEFT cap
ElevationEL. 186.30 (AH)BENT 3 LEFT cap
ElevationEL. 185.75 (BK)BENT 3 LEFT cap
ElevationEL. 186.46 (AH)BENT 3 LEFT cap
ElevationEL. 185.91 (BK)BENT 3 LEFT cap
ElevationEL. 186.58 (AH)BENT 3 LEFT cap
ElevationEL. 186.03 (BK)BENT 3 LEFT cap
Cap depth4'-0" MIN.BENT 3 LEFT cap
Bar callout8-I132BENT 3 LEFT cap
Bar callout2-530BENT 3 LEFT cap
ElevationEL. 181.26BENT 3 LEFT cap underside
ElevationEL. 181.11BENT 3 LEFT cap underside
ElevationEL. 181.34BENT 3 LEFT cap underside
ElevationEL. 181.80BENT 3 LEFT cap underside
ElevationEL. 181.88BENT 3 LEFT cap underside
ElevationEL. 182.03BENT 3 LEFT cap underside
Spacing3½"BENT 3 LEFT cap
Bar spacing11 SPS. AT 7"BENT 3 LEFT cap
Bar callout12-53IBENT 3 LEFT cap
Bar spacing6 SPS AT 1'-5"BENT 3 LEFT cap
Bar callout14-532 DBLBENT 3 LEFT cap
Bar callout25-53I AT EQ. SPS.BENT 3 LEFT cap
Dimension2"BENT 3 LEFT cap
Dimension8"BENT 3 LEFT cap
Dimension8'-9"BENT 3 LEFT cap
Dimension25'-0"BENT 3 LEFT cap
Bar callout12-I131 SERIESCOLUMN 1
Dimension1'-0"COLUMN 1
Dimension2'-0"COLUMN 1
Bar callout12-I130 SERIESCOLUMN 1
Dimension9'-6"COLUMN 1
Dimension4" TYP.Column reinforcement
Dimension4'-8"COLUMN 1
Bar callout and spacing14-630 AT 6" MAX.COLUMN 1
Bar callout and spacing14-63I AT 6" MAX.COLUMN 1
Bar callout and spacing9-630 AT 12" MAX.COLUMN 1
Bar callout and spacing9-63I AT 6" MAX.COLUMN 1
Bar callout and spacing7-630 AT 12" MAX.COLUMN 1
Bar callout and spacing7-63I AT 12" MAX.COLUMN 1
Bar callout14-430 AT EQ. SPS.COLUMN 1 footing
Bar callout and spacing18-930 AT EQ. SPS.COLUMN 1 footing
ElevationEL. 151.00, TYP.Footings
Dimension4'-9" TYP.COLUMN 2 footing
Dimension3'-6" TYP.COLUMN 2 footing
Dimension1'-0" TYP.COLUMN 2 footing
Dimension13'-0" SQUARE TYP.COLUMN 2 footing
Cap reinforcing-bar spacing44-43I AT EQ. SPS.BENT 3 RIGHT cap
ElevationEL. 186.60 (AH)BENT 3 RIGHT cap
ElevationEL. 186.04 (BK)BENT 3 RIGHT cap
ElevationEL. 186.49 (AH)BENT 3 RIGHT cap
ElevationEL. 185.94 (BK)BENT 3 RIGHT cap
ElevationEL. 186.35 (AH)BENT 3 RIGHT cap
ElevationEL. 185.79 (BK)BENT 3 RIGHT cap
ElevationEL. 186.20 (AH)BENT 3 RIGHT cap
ElevationEL. 185.65 (BK)BENT 3 RIGHT cap
ElevationEL. 186.06 (AH)BENT 3 RIGHT cap
ElevationEL. 185.51 (BK)BENT 3 RIGHT cap
ElevationEL. 185.88 (AH)BENT 3 RIGHT cap
ElevationEL. 185.32 (BK)BENT 3 RIGHT cap
Cap depth4'-0" MIN.BENT 3 RIGHT cap
Bar callout8-I132BENT 3 RIGHT cap
Bar callout2-530BENT 3 RIGHT cap
ElevationEL. 181.90BENT 3 RIGHT cap underside
ElevationEL. 181.83BENT 3 RIGHT cap underside
ElevationEL. 181.41BENT 3 RIGHT cap underside
ElevationEL. 181.34BENT 3 RIGHT cap underside
ElevationEL. 181.20BENT 3 RIGHT cap underside
Spacing3½"BENT 3 RIGHT cap
Bar spacing11 SPS. AT 7"BENT 3 RIGHT cap
Bar callout12-53IBENT 3 RIGHT cap
Bar spacing6 SPS AT 1'-5"BENT 3 RIGHT cap
Bar callout14-532 DBLBENT 3 RIGHT cap
Bar callout25-53I AT EQ. SPS.BENT 3 RIGHT cap
Dimension2"BENT 3 RIGHT cap
Dimension8"BENT 3 RIGHT cap
Dimension8'-9"BENT 3 RIGHT cap
Dimension25'-0"BENT 3 RIGHT cap
Bar callout12-I131 SERIESCOLUMN 3
Bar callout12-I130 SERIESCOLUMN 3
Dimension15°Pile connection detail
Dimension30°Pile connection detail
Dimension24" MIN.Pile connection detail
Dimension5" MIN.Pile connection detail
Diameter⅞" DIAMETER HOLESH-PILE
Dimension4"H-PILE
Pile axial load220 KIPSPiles

Labels

PLAN(BENT 3 LEFT)PLAN(BENT 3 RIGHT)ELEVATION(BENT 3 LEFT LOOKING AHEAD)ELEVATION(BENT 3 RIGHT LOOKING AHEAD)PILE CONNECTION DETAILNO SCALENOTES:BRIDGE NO. I LT. AND RT.S&A SASTRY & ASSOCIATES, INC.GEORGIA DEPARTMENT OF TRANSPORTATIONENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURESINTERMEDIATE BENT 3

Notes

  • 1. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING DETAILS.
  • 2. BARS 432 NOT SHOWN.
  • 3. EXTEND BARS 131A 3'-9" INTO CAP.
  • MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 51.
  • * REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
  • * CONST. JT., TYP.
  • PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 220 KIPS.
  • ALL PILES SHALL BE STEEL H-PILES HP 12 X 53. partial

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Other P15 R04

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Other P15 R04
{
  "view": "Notes",
  "objects": [
    {
      "name": "Piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified as steel H, HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "Maximum factored axial load",
      "value": "222",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Pile section designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Driving resistance",
      "value": "342",
      "unit": "KIPS",
      "appliesTo": "All piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "115",
      "unit": "",
      "appliesTo": "BENT 3L"
    },
    {
      "label": "Minimum tip elevation",
      "value": "114",
      "unit": "",
      "appliesTo": "BENT 3R"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE"
  ],
  "description": "This crop is a pile foundation note block. It specifies the pile section, design axial load, and driving objective including required driving resistance and minimum pile tip elevations at Bents 3L and 3R."
}

Other P15 R04

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other_p15_r04

Notes1 object · 5 measurements · 3 notes · 1 label

This crop is a pile foundation note block. It specifies the pile section, design axial load, and driving objective including required driving resistance and minimum pile tip elevations at Bents 3L and 3R.

Objects · 1

ObjectShapeMaterialNote
PilesH-sectionsteelSpecified as steel H, HP 12 X 53.

Measurements · 5

MeasurementValueUnitApplies to
Maximum factored axial load222KIPSPiles
Pile section designationHP 12 X 53Piles
Driving resistance342KIPSAll piles
Minimum tip elevation115BENT 3L
Minimum tip elevation114BENT 3R

Labels

PLAN DRIVING OBJECTIVE

Notes

  • PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.
  • ALL PILES SHALL BE STEEL H, HP 12 X 53.
  • ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED.

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Other P15 R05

page 15 · other_p15_r05
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Other P15 R05
{
  "view": "Table",
  "objects": [
    {
      "name": "Class AA concrete",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Quantity item listed for Bent 3 LT. and Bent 3 RT."
    },
    {
      "name": "Bar reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Quantity item listed for Bent 3 LT. and Bent 3 RT."
    }
  ],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "104.0",
      "unit": "CY",
      "appliesTo": "BENT 3 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "104.0",
      "unit": "CY",
      "appliesTo": "BENT 3 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "16679",
      "unit": "LB",
      "appliesTo": "BENT 3 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "16681",
      "unit": "LB",
      "appliesTo": "BENT 3 RT."
    }
  ],
  "notes": [],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 3 LT.",
    "BENT 3 RT."
  ],
  "description": "This crop is a substructure quantities table for Bent 3 left and right. It lists Class AA concrete quantities and bar reinforcing steel quantities for each bent."
}

Other P15 R05

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other_p15_r05

Table2 objects · 4 measurements · 4 labels

This crop is a substructure quantities table for Bent 3 left and right. It lists Class AA concrete quantities and bar reinforcing steel quantities for each bent.

Objects · 2

ObjectMaterialNote
Class AA concreteconcreteQuantity item listed for Bent 3 LT. and Bent 3 RT.
Bar reinforcing steelreinforcing steelQuantity item listed for Bent 3 LT. and Bent 3 RT.

Measurements · 4

MeasurementValueUnitApplies to
CY CLASS AA CONCRETE104.0CYBENT 3 LT.
CY CLASS AA CONCRETE104.0CYBENT 3 RT.
LB BAR REINF STEEL16679LBBENT 3 LT.
LB BAR REINF STEEL16681LBBENT 3 RT.

Labels

SUBSTRUCTURE QUANTITIESITEMBENT 3 LT.BENT 3 RT.

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p16_r01 section a a

page 16 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r01_section_a_a
Original
p16_r01 section a a
{
  "view": "Section",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned cap at bearing locations."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "rectangular schematic",
      "material": "",
      "count": 2,
      "note": "Shown at CL BRNG. locations."
    },
    {
      "name": "reinforcement bars",
      "tag": "#20 OR #30",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": "Top reinforcing bars in raised portion of cap."
    },
    {
      "name": "reinforcement bars",
      "tag": "#21 OR #31",
      "shape": "straight",
      "material": "",
      "count": 8,
      "note": "Top row of reinforcement bars."
    },
    {
      "name": "reinforcement bars",
      "tag": "#21 OR #31",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Callout points to reinforcement at the right side of cap."
    },
    {
      "name": "reinforcement bars",
      "tag": "#22 OR #32",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "5 bars each face."
    },
    {
      "name": "reinforcement bars",
      "tag": "#21 OR #31",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Callout points to vertical side reinforcement."
    },
    {
      "name": "reinforcement bars",
      "tag": "#23 OR #33",
      "shape": "straight",
      "material": "",
      "count": 8,
      "note": "Bottom row of reinforcement bars."
    }
  ],
  "measurements": [
    {
      "label": "overall cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "CL BENT to left cap edge",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "CL BENT to right cap edge",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "left cap edge to CL BRNG.",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "left CL BRNG. to CL BENT",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "CL BENT to right CL BRNG.",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "right CL BRNG. to cap edge",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "minimum cap depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bottom dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "top reinforcement quantity",
      "value": "2-#20 OR 2-#30",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "top reinforcement quantity",
      "value": "8-#21 OR 8-#31",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "side reinforcement quantity",
      "value": "4-#21 OR 4-#31",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "each-face reinforcement quantity",
      "value": "5-#22 OR 5-#32",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "side reinforcement",
      "value": "#21 OR #31",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "bottom reinforcement quantity",
      "value": "8-#23 OR 8-#33",
      "unit": "",
      "appliesTo": "reinforcement bars"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "5-#22 OR 5-#32 EACH FACE",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "CL BENT",
    "CL BRNG.",
    "SECTION A-A"
  ],
  "description": "This crop shows SECTION A-A through a reinforced-concrete bent cap, including two bearing centerline locations and the bent centerline. It documents cap geometry, bearing spacing, clear cover, and the reinforcing-bar callouts visible in this section."
}

p16_r01 section a a

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r01_section_a_a

Section8 objects · 17 measurements · 3 notes · 3 labels

This crop shows SECTION A-A through a reinforced-concrete bent cap, including two bearing centerline locations and the bent centerline. It documents cap geometry, bearing spacing, clear cover, and the reinforcing-bar callouts visible in this section.

Objects · 8

MarkObjectNo.ShapeMaterialNote
bent cap1stepped rectangularreinforced concreteSectioned cap at bearing locations.
bearing2rectangular schematicShown at CL BRNG. locations.
#20 OR #30reinforcement bars2straightTop reinforcing bars in raised portion of cap.
#21 OR #31reinforcement bars8straightTop row of reinforcement bars.
#21 OR #31reinforcement bars4straightCallout points to reinforcement at the right side of cap.
#22 OR #32reinforcement bars5straight5 bars each face.
#21 OR #31reinforcement barsstraightCallout points to vertical side reinforcement.
#23 OR #33reinforcement bars8straightBottom row of reinforcement bars.

Measurements · 17

MeasurementValueApplies to
overall cap width4'-3"bent cap
CL BENT to left cap edge2'-1 1/2"bent cap
CL BENT to right cap edge2'-1 1/2"bent cap
left cap edge to CL BRNG.11 1/2"bearing
left CL BRNG. to CL BENT1'-2"bearing
CL BENT to right CL BRNG.1'-2"bearing
right CL BRNG. to cap edge11 1/2"bearing
minimum cap depth4'-0" MIN.bent cap
bottom dimension9"bent cap
minimum clear cover2"reinforcement bars
clear cover, 3 sides2"reinforcement bars
top reinforcement quantity2-#20 OR 2-#30reinforcement bars
top reinforcement quantity8-#21 OR 8-#31reinforcement bars
side reinforcement quantity4-#21 OR 4-#31reinforcement bars
each-face reinforcement quantity5-#22 OR 5-#32reinforcement bars
side reinforcement#21 OR #31reinforcement bars
bottom reinforcement quantity8-#23 OR 8-#33reinforcement bars

Labels

CL BENTCL BRNG.SECTION A-A

Notes

  • 2" MIN. CL., TYP.
  • 5-#22 OR 5-#32 EACH FACE
  • 2" CL. 3 SIDES

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crop · 2052 × 2755

p16_r02 footing plan bent 3

page 16 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r02_footing_plan_bent_3
Original
p16_r02 footing plan bent 3
{
  "view": "Detail",
  "objects": [
    {
      "name": "footing",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in footing plan and Section B-B."
    },
    {
      "name": "pile",
      "tag": "℄ PILE",
      "shape": "H-section symbol",
      "material": "",
      "count": 6,
      "note": "Six pile locations are shown in the footing plan."
    },
    {
      "name": "column",
      "tag": "℄ COLUMN",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only the column centerline/location is shown in the footing plan; a column projection is shown in Section B-B."
    },
    {
      "name": "bearing centerline",
      "tag": "℄ BRNG.",
      "shape": "centerline",
      "material": "",
      "count": 2,
      "note": "Shown in Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "520 OR 530",
      "shape": "bar",
      "material": "",
      "count": 2,
      "note": "Callout shown at both sides of Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "1121 OR 1131",
      "shape": "bar",
      "material": "",
      "count": 8,
      "note": "Callout shown at both sides of Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "421 OR 431",
      "shape": "bar",
      "material": "",
      "count": 44,
      "note": "Callout shown at both sides of Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "422 OR 432",
      "shape": "bar",
      "material": "",
      "count": 5,
      "note": "Each face."
    },
    {
      "name": "reinforcement bar",
      "tag": "521 OR 531",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Left-side callout in Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "522 OR 532",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Right-side callout in Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "1123 OR 1133",
      "shape": "bar",
      "material": "",
      "count": 8,
      "note": "Bottom-bar callout in Section B-B."
    }
  ],
  "measurements": [
    {
      "label": "overall width at ℄ BENT",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT"
    },
    {
      "label": "width from ℄ BENT",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT"
    },
    {
      "label": "width from ℄ BENT",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT"
    },
    {
      "label": "spacing",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "spacing",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "minimum depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "vertical dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "bar quantity",
      "value": "5-422 OR 5-432",
      "unit": "",
      "appliesTo": "reinforcement bar"
    },
    {
      "label": "overall footing plan width",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "overall footing plan length",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "pile-line spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "pile-line spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "pile-line spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "pile-line spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 3"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES",
    "5-422 OR 5-432 EACH FACE"
  ],
  "labels": [
    "SECTION B-B",
    "FOOTING PLAN - BENT 3",
    "AHEAD",
    "℄ BENT 2",
    "℄ BENT 3",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "The crop shows Section B-B through a bent footing/pedestal and the footing plan for Bent 3. The Bent 3 footing plan is a 13'-0\" by 13'-0\" rectangle with six indicated pile locations in two rows of three, together with bent, column, pile, and direction centerlines. Partial adjacent details are visible at the left edge."
}

p16_r02 footing plan bent 3

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r02_footing_plan_bent_3

Detail11 objects · 22 measurements · 3 notes · 6 labels

The crop shows Section B-B through a bent footing/pedestal and the footing plan for Bent 3. The Bent 3 footing plan is a 13'-0" by 13'-0" rectangle with six indicated pile locations in two rows of three, together with bent, column, pile, and direction centerlines. Partial adjacent details are visible at the left edge.

Objects · 11

MarkObjectNo.ShapeNote
BENT 3footing1rectangularShown in footing plan and Section B-B.
℄ PILEpile6H-section symbolSix pile locations are shown in the footing plan.
℄ COLUMNcolumnrectangularOnly the column centerline/location is shown in the footing plan; a column projection is shown in Section B-B.
℄ BRNG.bearing centerline2centerlineShown in Section B-B.
520 OR 530reinforcement bar2barCallout shown at both sides of Section B-B.
1121 OR 1131reinforcement bar8barCallout shown at both sides of Section B-B.
421 OR 431reinforcement bar44barCallout shown at both sides of Section B-B.
422 OR 432reinforcement bar5barEach face.
521 OR 531reinforcement barbarLeft-side callout in Section B-B.
522 OR 532reinforcement barbarRight-side callout in Section B-B.
1123 OR 1133reinforcement bar8barBottom-bar callout in Section B-B.

Measurements · 22

MeasurementValueApplies to
overall width at ℄ BENT4'-3"BENT
width from ℄ BENT2'-1½"BENT
width from ℄ BENT2'-1½"BENT
spacing11½"Section B-B
spacing1'-2"Section B-B
spacing1'-2"Section B-B
spacing11½"Section B-B
minimum clear cover2"Section B-B
minimum depth4'-0"Section B-B
vertical dimension9"Section B-B
bar quantity5-422 OR 5-432reinforcement bar
overall footing plan width13'-0"BENT 3
overall footing plan length13'-0"BENT 3
end spacing1'-3"BENT 3
pile-line spacing5'-3"BENT 3
pile-line spacing5'-3"BENT 3
end spacing1'-3"BENT 3
end spacing1'-3"BENT 3
pile-line spacing5'-3"BENT 3
pile-line spacing5'-3"BENT 3
end spacing1'-3"BENT 3
scale3/8" = 1'-0"FOOTING PLAN - BENT 3

Labels

SECTION B-BFOOTING PLAN - BENT 3AHEAD℄ BENT 2℄ BENT 3SCALE: 3/8" = 1'-0"

Notes

  • 2" MIN. CL., TYP.
  • 2" CL., 3 SIDES
  • 5-422 OR 5-432 EACH FACE

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crop · 970 × 1228

p16_r03 detail 1

page 16 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r03_detail_1
Original
p16_r03 detail 1
{
  "view": "Detail",
  "objects": [
    {
      "name": "rectangular reinforced-concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in DETAIL I and SECTION A-A; full member extent is not shown in the crop."
    },
    {
      "name": "reinforcing bars",
      "tag": "5-#11",
      "shape": "straight",
      "material": "steel",
      "count": 5,
      "note": "Five longitudinal bars are shown in DETAIL I."
    },
    {
      "name": "reinforcing bars",
      "tag": "5-#4 EA. FACE AT EQ. SPS.",
      "shape": "straight",
      "material": "steel",
      "count": 10,
      "note": "Section A-A shows five bar ends at each face."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "rectangular reinforced-concrete member"
    },
    {
      "label": "member thickness",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "rectangular reinforced-concrete member"
    },
    {
      "label": "vertical dimension",
      "value": "5'-4 1/4\"",
      "unit": "",
      "appliesTo": "rectangular reinforced-concrete member"
    }
  ],
  "notes": [
    "5-#4 EA. FACE AT EQ. SPS."
  ],
  "labels": [
    "A",
    "DETAIL I",
    "SECTION A-A"
  ],
  "description": "This crop shows DETAIL I of a rectangular reinforced-concrete member with a reinforcing-bar layout. SECTION A-A shows the 1'-0\" thick member section and reinforcing bars arranged at each face at equal spacing."
}

p16_r03 detail 1

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r03_detail_1

Detail3 objects · 3 measurements · 1 note · 3 labels

This crop shows DETAIL I of a rectangular reinforced-concrete member with a reinforcing-bar layout. SECTION A-A shows the 1'-0" thick member section and reinforcing bars arranged at each face at equal spacing.

Objects · 3

MarkObjectNo.ShapeMaterialNote
rectangular reinforced-concrete member1rectangularreinforced concreteShown in DETAIL I and SECTION A-A; full member extent is not shown in the crop.
5-#11reinforcing bars5straightsteelFive longitudinal bars are shown in DETAIL I.
5-#4 EA. FACE AT EQ. SPS.reinforcing bars10straightsteelSection A-A shows five bar ends at each face.

Measurements · 3

MeasurementValueApplies to
overall width3'-0 7/16"rectangular reinforced-concrete member
member thickness1'-0"rectangular reinforced-concrete member
vertical dimension5'-4 1/4"rectangular reinforced-concrete member

Labels

ADETAIL ISECTION A-A

Notes

  • 5-#4 EA. FACE AT EQ. SPS.

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crop · 909 × 523

p16_r04 other

page 16 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r04_other
Original
p16_r04 other
{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bars",
      "tag": "5I0A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Vertical bars indicated by the callout \"5-5I0A\"."
    },
    {
      "name": "reinforcement bars",
      "tag": "5I0B",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Vertical bars indicated by the callout \"4-5I0B\"."
    },
    {
      "name": "reinforcement bars",
      "tag": "",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": "Two horizontal bars are visible across the partial rectangular reinforcement layout."
    },
    {
      "name": "rectangular member outline",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only the upper portion of the outlined member is visible in this crop."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "rectangular member outline"
    }
  ],
  "notes": [],
  "labels": [
    "B",
    "C"
  ],
  "description": "This crop shows the upper portion of a reinforcement detail for a rectangular member, with a grid of vertical and horizontal reinforcing bars inside an outlined perimeter. A 5'-4¾\" overall horizontal dimension and bar-group callouts for 5I0A and 5I0B are shown; the drawing continues below and to the right outside the crop."
}

p16_r04 other

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r04_other

Detail4 objects · 1 measurement · 2 labels

This crop shows the upper portion of a reinforcement detail for a rectangular member, with a grid of vertical and horizontal reinforcing bars inside an outlined perimeter. A 5'-4¾" overall horizontal dimension and bar-group callouts for 5I0A and 5I0B are shown; the drawing continues below and to the right outside the crop.

Objects · 4

MarkObjectNo.ShapeNote
5I0Areinforcement bars5straightVertical bars indicated by the callout "5-5I0A".
5I0Breinforcement bars4straightVertical bars indicated by the callout "4-5I0B".
reinforcement bars2straightTwo horizontal bars are visible across the partial rectangular reinforcement layout.
rectangular member outline1rectangularOnly the upper portion of the outlined member is visible in this crop.

Measurements · 1

MeasurementValueApplies to
overall horizontal dimension5'-4¾"rectangular member outline

Labels

BC

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crop · 340 × 842

p16_r05 at eq sps

page 16 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r05_at_eq_sps
Original
p16_r05 at eq sps
{
  "view": "Detail",
  "objects": [
    {
      "name": "rectangular concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a partial vertical portion of the member is shown in the crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "#13A",
      "shape": "circular bar ends",
      "material": "",
      "count": 10,
      "note": "Five bar ends are shown at each face."
    },
    {
      "name": "reinforcement bars",
      "tag": "510A",
      "shape": "vertical",
      "material": "",
      "count": 2,
      "note": "Two vertical bars are visible below the horizontal line."
    }
  ],
  "measurements": [
    {
      "label": "member width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "reinforcement quantity",
      "value": "5-#13A",
      "unit": "",
      "appliesTo": "#13A"
    }
  ],
  "notes": [
    "5-#13A EA. FACE AT EQ. SPS."
  ],
  "labels": [],
  "description": "This crop shows a partial reinforcement detail for a 1'-0\" wide rectangular member. It depicts five #13A bar ends at each face at equal spacing and two vertical bars called out as 510A."
}

p16_r05 at eq sps

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r05_at_eq_sps

Detail3 objects · 2 measurements · 1 note

This crop shows a partial reinforcement detail for a 1'-0" wide rectangular member. It depicts five #13A bar ends at each face at equal spacing and two vertical bars called out as 510A.

Objects · 3

MarkObjectNo.ShapeNote
rectangular concrete member1rectangularOnly a partial vertical portion of the member is shown in the crop.
#13Areinforcement bars10circular bar endsFive bar ends are shown at each face.
510Areinforcement bars2verticalTwo vertical bars are visible below the horizontal line.

Measurements · 2

MeasurementValueApplies to
member width1'-0"
reinforcement quantity5-#13A#13A

Notes

  • 5-#13A EA. FACE AT EQ. SPS.

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crop · 421 × 1001

p16_r06 section c c

page 16 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r06_section_c_c
Original
p16_r06 section c c
{
  "view": "Section",
  "objects": [
    {
      "name": "Concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Rectangular section shown."
    },
    {
      "name": "Reinforcement bars",
      "tag": "#13A",
      "shape": "circular",
      "material": "",
      "count": 10,
      "note": "5 bars each face, at equal spaces."
    },
    {
      "name": "Reinforcement bars",
      "tag": "#13B",
      "shape": "circular",
      "material": "",
      "count": 6,
      "note": "3 bars each face, at equal spaces."
    },
    {
      "name": "Reinforcement bars",
      "tag": "#10B",
      "shape": "",
      "material": "",
      "count": 5,
      "note": "Leader points to internal reinforcement; printed callout appears as 5#10B."
    }
  ],
  "measurements": [
    {
      "label": "Section width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Concrete member"
    },
    {
      "label": "Reinforcement quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "#13A"
    },
    {
      "label": "Reinforcement quantity",
      "value": "3",
      "unit": "",
      "appliesTo": "#13B"
    },
    {
      "label": "Reinforcement quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "#10B"
    }
  ],
  "notes": [
    "5-#13A EA. FACE AT EQ. SPS.",
    "3-#13B EA. FACE AT EQ. SPS.",
    "5#10B"
  ],
  "labels": [
    "SECTION C-C"
  ],
  "description": "This crop shows SECTION C-C through a 1'-0\" wide rectangular concrete member. Reinforcement is shown in two faces, with #13A and #13B bar groups at equal spacing and a #10B reinforcement callout."
}

p16_r06 section c c

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r06_section_c_c

Section4 objects · 4 measurements · 3 notes · 1 label

This crop shows SECTION C-C through a 1'-0" wide rectangular concrete member. Reinforcement is shown in two faces, with #13A and #13B bar groups at equal spacing and a #10B reinforcement callout.

Objects · 4

MarkObjectNo.ShapeNote
Concrete member1rectangularRectangular section shown.
#13AReinforcement bars10circular5 bars each face, at equal spaces.
#13BReinforcement bars6circular3 bars each face, at equal spaces.
#10BReinforcement bars5Leader points to internal reinforcement; printed callout appears as 5#10B.

Measurements · 4

MeasurementValueApplies to
Section width1'-0"Concrete member
Reinforcement quantity5#13A
Reinforcement quantity3#13B
Reinforcement quantity5#10B

Labels

SECTION C-C

Notes

  • 5-#13A EA. FACE AT EQ. SPS.
  • 3-#13B EA. FACE AT EQ. SPS.
  • 5#10B

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crop · 944 × 1088

p16_r07 detail 2

page 16 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r07_detail_2
Original
p16_r07 detail 2
{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcing bar set",
      "tag": "510A",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Callout shown as 5-510A."
    },
    {
      "name": "reinforcing bar set",
      "tag": "510B",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Callout shown as 4-510B."
    },
    {
      "name": "reinforcing bar set",
      "tag": "413A",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Callout shown as 5-413A."
    },
    {
      "name": "reinforcing bar set",
      "tag": "413B",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 3,
      "note": "Callout shown as 3-413B."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "Detail 2"
    },
    {
      "label": "bar quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "510A"
    },
    {
      "label": "bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "510B"
    },
    {
      "label": "bar quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "413A"
    },
    {
      "label": "bar quantity",
      "value": "3",
      "unit": "",
      "appliesTo": "413B"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL 2",
    "B",
    "C"
  ],
  "description": "This crop shows Detail 2, a reinforcement layout within a heavy rectangular outline with an internal offset/L-shaped line. Reinforcing bar sets 510A, 510B, 413A, and 413B are identified, with section-direction arrows labeled B and C at the bottom."
}

p16_r07 detail 2

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r07_detail_2

Detail4 objects · 5 measurements · 3 labels

This crop shows Detail 2, a reinforcement layout within a heavy rectangular outline with an internal offset/L-shaped line. Reinforcing bar sets 510A, 510B, 413A, and 413B are identified, with section-direction arrows labeled B and C at the bottom.

Objects · 4

MarkObjectNo.ShapeMaterialNote
510Areinforcing bar set5straightreinforcing steelCallout shown as 5-510A.
510Breinforcing bar set4straightreinforcing steelCallout shown as 4-510B.
413Areinforcing bar set5straightreinforcing steelCallout shown as 5-413A.
413Breinforcing bar set3straightreinforcing steelCallout shown as 3-413B.

Measurements · 5

MeasurementValueApplies to
overall horizontal dimension5'-4¾"Detail 2
bar quantity5510A
bar quantity4510B
bar quantity5413A
bar quantity3413B

Labels

DETAIL 2BC

openai/gpt-5.6-terra-pro · 14765 tokens · 27.1s

crop · 1528 × 1489

p16_r08 footing plan bent 2

page 16 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r08_footing_plan_bent_2
Original
p16_r08 footing plan bent 2
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "BENT 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Overall plan dimensions shown as 11'-6\" by 11'-6\"."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Pile locations are shown in two rows of three, aligned on dashed centerlines."
    },
    {
      "name": "column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Indicated by a vertical dashed centerline labeled CL COLUMN."
    }
  ],
  "measurements": [
    {
      "label": "overall footing width",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "horizontal end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "horizontal pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "horizontal pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "horizontal end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "overall footing length",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "vertical end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "vertical pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "vertical pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "vertical end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "drawing scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\"",
    "CL PILE",
    "CL BENT 2",
    "CL COLUMN"
  ],
  "description": "This crop shows the footing plan for Bent 2. A square 11'-6\" by 11'-6\" footing is laid out with six H-section pile symbols at two pile lines by three rows, with a column centerline at the footing center."
}

p16_r08 footing plan bent 2

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r08_footing_plan_bent_2

Plan3 objects · 11 measurements · 6 labels

This crop shows the footing plan for Bent 2. A square 11'-6" by 11'-6" footing is laid out with six H-section pile symbols at two pile lines by three rows, with a column centerline at the footing center.

Objects · 3

MarkObjectNo.ShapeNote
BENT 2footing1rectangularOverall plan dimensions shown as 11'-6" by 11'-6".
pile6H-sectionPile locations are shown in two rows of three, aligned on dashed centerlines.
column1Indicated by a vertical dashed centerline labeled CL COLUMN.

Measurements · 11

MeasurementValueApplies to
overall footing width11'-6"BENT 2 footing
horizontal end spacing1'-3"BENT 2 footing
horizontal pile spacing4'-6"BENT 2 footing
horizontal pile spacing4'-6"BENT 2 footing
horizontal end spacing1'-3"BENT 2 footing
overall footing length11'-6"BENT 2 footing
vertical end spacing1'-3"BENT 2 footing
vertical pile spacing4'-6"BENT 2 footing
vertical pile spacing4'-6"BENT 2 footing
vertical end spacing1'-3"BENT 2 footing
drawing scale3/8" = 1'-0"

Labels

AHEADFOOTING PLAN - BENT 2SCALE: 3/8" = 1'-0"CL PILECL BENT 2CL COLUMN

openai/gpt-5.6-terra-pro · 18396 tokens · 19.6s

crop · 970 × 1228

p16_r09 detail 3

page 16 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r09_detail_3
Original
p16_r09 detail 3
{
  "view": "Detail",
  "objects": [
    {
      "name": "rectangular reinforced-concrete element",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Only a portion of the element is shown in Detail 3 and Section D-D."
    },
    {
      "name": "reinforcement bars",
      "tag": "5-#4",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Shown each face at equal spacing; repeated bar callout is visible in the detail and section."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "reinforcement/bar distribution",
      "value": "5-#4",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "vertical dimension",
      "value": "5'-4 1/4\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "section width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "reinforcement/bar distribution",
      "value": "5-#4",
      "unit": "",
      "appliesTo": "reinforcement bars"
    }
  ],
  "notes": [
    "5-#4 E.A. FACE AT EQ. SPS."
  ],
  "labels": [
    "DETAIL 3",
    "SECTION D-D",
    "D"
  ],
  "description": "This crop shows Detail 3 and Section D-D of a rectangular reinforced-concrete element with reinforcing steel. The left view depicts the reinforcement layout over part of the element, and the right view shows the 1'-0\"-wide section with bars at each face."
}

p16_r09 detail 3

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r09_detail_3

Detail2 objects · 5 measurements · 1 note · 3 labels

This crop shows Detail 3 and Section D-D of a rectangular reinforced-concrete element with reinforcing steel. The left view depicts the reinforcement layout over part of the element, and the right view shows the 1'-0"-wide section with bars at each face.

Objects · 2

MarkObjectNo.ShapeMaterialNote
rectangular reinforced-concrete element1rectangularreinforced concreteOnly a portion of the element is shown in Detail 3 and Section D-D.
5-#4reinforcement bars5straightShown each face at equal spacing; repeated bar callout is visible in the detail and section.

Measurements · 5

MeasurementValueApplies to
overall width3'-0 7/16"
reinforcement/bar distribution5-#4reinforcement bars
vertical dimension5'-4 1/4"
section width1'-0"
reinforcement/bar distribution5-#4reinforcement bars

Labels

DETAIL 3SECTION D-DD

Notes

  • 5-#4 E.A. FACE AT EQ. SPS.

openai/gpt-5.6-terra-pro · 18751 tokens · 45.5s

crop · 909 × 523

p16_r10 no scale

page 16 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r10_no_scale
Original
p16_r10 no scale
{
  "view": "Detail",
  "objects": [
    {
      "name": "rectangular member outline",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only the upper portion is visible in this crop."
    },
    {
      "name": "reinforcement bar group",
      "tag": "5-540A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Vertical bars shown within the member outline."
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-540B",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Vertical bars shown within the member outline."
    },
    {
      "name": "horizontal reinforcement bars",
      "tag": "",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": "Two horizontal bars are visible across the cropped member."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾″",
      "unit": "",
      "appliesTo": "rectangular member outline"
    },
    {
      "label": "vertical dimension text, partial",
      "value": "3A",
      "unit": "",
      "appliesTo": "rectangular member outline"
    }
  ],
  "notes": [],
  "labels": [
    "E",
    "F",
    "NO SCALE (partial)"
  ],
  "description": "This crop shows the upper portion of a rectangular reinforcement detail, with an outer member outline and an internal reinforcing-bar grid. It includes an overall horizontal dimension, two reinforcement group callouts, and section/detail reference symbols E and F."
}

p16_r10 no scale

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r10_no_scale

Detail4 objects · 2 measurements · 3 labels

This crop shows the upper portion of a rectangular reinforcement detail, with an outer member outline and an internal reinforcing-bar grid. It includes an overall horizontal dimension, two reinforcement group callouts, and section/detail reference symbols E and F.

Objects · 4

MarkObjectNo.ShapeNote
rectangular member outline1rectangularOnly the upper portion is visible in this crop.
5-540Areinforcement bar group5straightVertical bars shown within the member outline.
4-540Breinforcement bar group4straightVertical bars shown within the member outline.
horizontal reinforcement bars2straightTwo horizontal bars are visible across the cropped member.

Measurements · 2

MeasurementValueApplies to
overall horizontal dimension5'-4¾″rectangular member outline
vertical dimension text, partial3Arectangular member outline

Labels

EFNO SCALE (partial)

openai/gpt-5.6-terra-pro · 12369 tokens · 23.4s

crop · 340 × 842

p16_r11 at eq sps

page 16 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r11_at_eq_sps
Original
p16_r11 at eq sps
{
  "view": "Detail",
  "objects": [
    {
      "name": "Rectangular concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a partial length is visible in this crop."
    },
    {
      "name": "Reinforcing bars",
      "tag": "#3A",
      "shape": "circular symbols in two vertical rows",
      "material": "",
      "count": 10,
      "note": "Callout states 5-#3A each face at equal spaces."
    },
    {
      "name": "Longitudinal reinforcing bars",
      "tag": "540A",
      "shape": "straight vertical",
      "material": "",
      "count": 2,
      "note": "Tag text is slightly unclear; shown with two leader arrows."
    }
  ],
  "measurements": [
    {
      "label": "Member width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Rectangular concrete member"
    }
  ],
  "notes": [
    "5-#3A E.A. FACE AT EQ. SPS."
  ],
  "labels": [],
  "description": "This crop shows a reinforcement detail of a narrow rectangular member, 1'-0\" wide. Two rows of circular reinforcing-bar symbols are shown, with a callout for 5-#3A bars at each face at equal spacing; the member continues beyond the bottom of the crop."
}

p16_r11 at eq sps

done

gdot_drawing_83a3db2262b94086918a1e232d2b9607_p16_r11_at_eq_sps

Detail3 objects · 1 measurement · 1 note

This crop shows a reinforcement detail of a narrow rectangular member, 1'-0" wide. Two rows of circular reinforcing-bar symbols are shown, with a callout for 5-#3A bars at each face at equal spacing; the member continues beyond the bottom of the crop.

Objects · 3

MarkObjectNo.ShapeNote
Rectangular concrete member1rectangularOnly a partial length is visible in this crop.
#3AReinforcing bars10circular symbols in two vertical rowsCallout states 5-#3A each face at equal spaces.
540ALongitudinal reinforcing bars2straight verticalTag text is slightly unclear; shown with two leader arrows.

Measurements · 1

MeasurementValueApplies to
Member width1'-0"Rectangular concrete member

Notes

  • 5-#3A E.A. FACE AT EQ. SPS.

openai/gpt-5.6-terra-pro · 11578 tokens · 31.7s

2Map the items100 items · 1338 readings · 50 on more than one pageconfigured openai/gpt-5.6-terra-pro · about 11¢ 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.

100 items from 1338 readings · 6 the model left out, matched by name · 100 new.

100items1338readings50on 2+ pages40,739tokens in11,832tokens out
Reinforcing Barmaterial×7987 · bar · reinforcing steelp2, p4, p5, p7, p8, p9, p10, p11, p13, p14, p15, p16, p17, p19, p20, p21104 crops
Reinforcing Bar

also calledBar reinforcing steelSuperstructure reinforcing steelreinforcing steelReinforcementreinforcement barreinforcementMain slab reinforcementreinforcement barsmain slab reinforcement barsslab reinforcementbeam reinforcementplain barreinforcement / callout itemReinforcement barsreinforcement bar groupReinforcement barlongitudinal reinforcement barreinforcing barsreinforcement bar setreinforcing bar set+5 more

marks400A400B400C*500B400 BARS2-60050230-400A500A5016-400A14-400A58-600507A402A403AI-509I-508I-802I-801+207 more

Bentsubstructure×86 · straight transverse line · concretep1, p2, p3, p4, p5, p6, p7, p13, p14, p15, p16, p17, p18, p2036 crops
Bent

also calledbridge bentbent columnsconcrete intermediate bentsintermediate bentBent locationB.F.P.R. bentintermediate bentsreinforced concrete bent memberBridge bent plan layout

marksBENT 2LBENT 3LBENT 2RBENT 3RBENT 1BENT 2BENT 3BENT 4B.F.P.R. BENT 1B.F.P.R. BENT 4BENT 1LBENT 4LBENT 1RBENT 4RBENTS 2BRIDGE LEFT BENT 1 RIGHTBRIDGE LEFT BENT 3 LEFTBRIDGE RIGHT BENT 2 RIGHTBRIDGE RIGHT BENT 4 RIGHTB.F.P.R. BENT 1L+26 more

Beamsuperstructure×218 · I-girder · precast concretep2, p4, p5, p6, p7, p8, p9, p10, p11, p12, p13, p14, p15, p1864 crops
Beam

also calledPSC beams, AASHTO Type IIPSC beams, AASHTO Type IIIAASHTO Type III PSC beam spanAASHTO Type II PSC beam spansAASHTO Type II PSC beam spanBeamsbeamsgirdersI-girderprestressed concrete beamsbeam endsbridge beamsgirderprestressed concrete beambeam sectionprestressed beam

marks℄ BEAM 1 through ℄ BEAM 12℄ BEAM 1-12BEAM 1 through BEAM 12℄ BEAM 1–℄ BEAM 6CL BEAM 1–CL BEAM 6℄ BEAM 1–6BEAM 1 through BEAM 6℄ BEAMC BEAM 1 through C BEAM 12℄ BEAM 7–12℄ BEAM 1 through ℄ BEAM 6℄ BEAM 7 through ℄ BEAM 12BEAM 1–BEAM 12

Steel H-pilefoundation×352 · H-section · steelp1, p2, p13, p14, p15, p16, p17, p1853 crops
Steel H-pile

also calledpileSteel H-pilessteel H pile end bentspilesPilessteel H-pile end bentH-pilePilepile location

marksHP 12 X 53H-PILE℄ PILEPILE NO. 1–121-12PILE NO. 1-121 LEFT1 RIGHT1–12

Deck Slabdeck×28 · sloped slab with overhangs · reinforced concretep4, p5, p6, p7, p8, p9, p10, p1131 crops
Deck Slab

also calledBridge deck slabsbridge deckslabDeckdeckBridge deckbridge deck slab

marksSPAN 2SPAN 3

Smooth Dowel Bardeck×2 · circular bar · ASTM A709 Grade 50p2, p10, p11, p12, p13, p14, p15, p1710 crops
Smooth Dowel Bar

also calledSmooth dowel barssmooth dowelSmooth dowelsmooth dowelsSmooth dowels

Bent Capsubstructure×26 · rectangular · reinforced concretep7, p9, p13, p14, p15, p16, p1719 crops
Bent Cap

also calledcap beamsupport capcap

marksBENT 1CAPBENT 2 LEFT; BENT 2 RIGHTC BENTBENT 3 LEFT / BENT 3 RIGHTBENT 3BENT 3 LEFTBENT 3 RIGHTBENT 4 LEFTBENT 4 RIGHT

Concrete Barrierrailing×24 · tapered/trapezoidal · concretep2, p4, p5, p7, p8, p920 crops
Concrete Barrier

also calledbarrier transitionbarrierBarrieredge barrier / parapetbarrier/parapetparapet / barrierparapet/barrieredge barriersbarrier walledge barrier

Construction Jointother×8 · skewed linep5, p7, p8, p9, p14, p1513 crops
Construction Joint

also calledB.F.P.R. or construction joint

marksCONST. JT.

Endwallsubstructure×22 · rectangular vertical · reinforced concretep1, p4, p6, p8, p12, p1312 crops
Endwall

also calledend bent / wallEndwallsend wall

marksB.F.P.R. BENT 1B.F.P.R. BENT 4

Footingfoundation×54 · rectangular · reinforced concretep2, p14, p15, p16, p1824 crops
Footing

also calledFootings

marksBENT 3BENT 2FOOTING 1FOOTING 2FOOTING 3FOOTING 4FOOTING 1–FOOTING 4

Columnsubstructure×24 · rectangular · reinforced concretep13, p14, p15, p16, p1713 crops
Column

also calledvertical support membersvertical member

marksCOLUMN 1COLUMN 2COLUMN 3COLUMN 4℄ COLUMN 1℄ COLUMN 2COLUMN 1, COLUMN 2, COLUMN 3, COLUMN 4℄ COLUMN

Edge Beamsuperstructure×27 · longitudinal edge member · concretep4, p5, p6, p7, p914 crops
Edge Beam

also calledEdgebeamsedgebeamEdgebeamedge beam formsedge beam / concrete member portions

Preformed Joint Fillerother×8 · strip · foamp4, p5, p8, p9, p1212 crops
Preformed Joint Filler

also calledFiller materialfiller materialpreformed foam joint filler

marks*

Concrete Diaphragmsuperstructure×16 · rectangular · concretep4, p5, p6, p7, p910 crops
Concrete Diaphragm

also calledConcrete diaphragms

Bearingsuperstructure×29 · bearing symbolp1, p8, p11, p14, p167 crops
Bearing

also calledexpansion bearingfixed bearing

marksEXP.FIX℄ BEARING

Beam Centerlineother×72 · linep13, p14, p15, p17, p186 crops
Beam Centerline

also calledBeam centerline locationsbeam centerline locations

marksC BEAM 1 through C BEAM 12C BEAM 1–6C BEAM 7–12C BEAM 1–C BEAM 12℄ BEAM 1 through ℄ BEAM 12BEAM 1–6BEAM 7–12℄ BEAM 1–12

  • p13p13_r01 title block“beam centerline” · C BEAM 1 through C BEAM 12 · ×12
  • p14p14_r01“beam centerline” · C BEAM 1–6 · ×6p14_r01“beam centerline” · C BEAM 7–12 · ×6
  • p15p15_r01“beam centerline” · C BEAM 1–C BEAM 12 · ×12
  • p17p17_r01 title block“Beam centerline locations” · ℄ BEAM 1 through ℄ BEAM 12 · ×12p17_r01“beam centerline locations” · BEAM 1–6 · ×6p17_r01“beam centerline locations” · BEAM 7–12 · ×6
  • p18p18_r01 footing 3“beam centerline” · ℄ BEAM 1–12 · ×12
Chain Link Fenceancillary×9 · mesh panel · zinc coated chain link wirep1, p2, p7, p813 crops
Chain Link Fence

also calledChain link wire fencechain link wire fencefencezinc coated chain link security fencechain link security fence

Fence Postancillary×4 · circular plan symbol · zinc coatedp4, p5, p6, p810 crops
Fence Post

also calledFence postsend postfence postspull post

marksEND POST*; **; END POST* / ** / END POST

Bearing Padsuperstructure×6 · rectangularp7, p8, p9, p129 crops
Bearing Pad

also calledbearing pads

Dowel Holedeck×8 · circularp13, p14, p15, p176 crops
Dowel Hole

also calledformed dowel holeDowel holesdowel-bar holesmooth dowel bar holeDowel-bar holeSmooth dowel hole

Rectangular Structural Memberother×20 · rectangularp13, p16, p1717 crops
Rectangular Structural Member

also calledconnecting elementrectangular block at wallcentral supporting membercontinuous stepped wall/beamrectangular member outlineRectangular memberrectangular memberStructural member outlinehorizontal reinforced-concrete membervertical end memberhorizontal structural memberconnecting membercentral vertical memberlongitudinal rectangular memberlongitudinal pile-supported member

Reinforced Concrete Membersubstructure×19 · rectangular · reinforced concretep13, p16, p1718 crops
Reinforced Concrete Member

also calledend vertical concrete elementsconcrete memberreinforced concrete sectionrectangular reinforced-concrete memberrectangular concrete memberConcrete memberrectangular reinforced-concrete elementRectangular concrete member

Wallsubstructure×16 · skewed straightp1, p13, p1711 crops
Wall

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

Triangular Drip Beaddeck×1 · triangularp7, p8, p96 crops
Triangular Drip Bead
Bearing Centerlineother×4 · linep14, p15, p163 crops
Bearing Centerline

marksC BEARING℄ BRNG.

Draped Prestressing Strandsuperstructure×104 · draped · prestressing steelp10, p1112 crops
Draped Prestressing Strand

also calleddraped strandsprestressed strandsPretension strandsPrestressing strandsprestressing strandsprestressed strandpretension stranddraped prestressing strands

marks8 - DRAPED STRANDS

Existing Railroad Trackancillary×14 · parallel linear tracksp1, p39 crops
Existing Railroad Track

also calledexisting trackCentral of Georgia Railroad Company existing tracktracktrack centerlineExisting railroad track alignment

marks℄ TRACK℄ EXIST. TRACK

Future Railroad Trackancillary×14 · dashed alignmentp1, p37 crops
Future Railroad Track

also calledFuture trackfuture track centerlinefuture track

marks℄ FUTURE TRACK

Diaphragm Barsuperstructure×4 · threaded straight bar · ASTM A 709 Grade 36p10, p116 crops
Diaphragm Bar
Holeother×3 · circularp10, p116 crops
Hole

also calledformed holes

Paving Restpavement×10 · rectangularp4, p66 crops
Paving Rest

also calledPaving rests

Future Access Roadancillary×12 · dashed alignmentp1, p35 crops
Future Access Road

also calledaccess road

marks℄ ACCESS RD.

Silicone Sealantmaterial×7 · recessed joint seal · siliconep4, p94 crops
Silicone Sealant

also calledSilicone adhesivesilicone adhesivejoint sealer

Deck Filletdeck×4 · linear filletp5, p64 crops
Deck Fillet

also calledFilletfillet

Diaphragm Bar Holesuperstructure×8 · circularp10, p114 crops
Diaphragm Bar Hole
Hex Nutmaterial×2 · hexagonal · ASTM A 709 Grade 36p10, p114 crops
Hex Nut
Low Friction Type Hold Downsuperstructure×3 · linearp10, p114 crops
Low Friction Type Hold Down
Mechanical Couplermaterial×2 · rectangularp14, p154 crops
Mechanical Coupler
Pile Capfoundation×5 · rectangular · reinforced concretep1, p134 crops
Pile Cap

also calledpile cap / continuous cap beam

Reinforcing Tiematerial×1 · diagonal · reinforcing steelp16, p173 crops
Reinforcing Tie

also calleddiagonal reinforcement tie legsperimeter reinforcement tiereinforcement tiereinforcing tie/stirrup

marks621 OR 631620 OR 630#4 B14I

Washermaterial×3 · circularp10, p114 crops
Washer
Pick-upsuperstructurep10, p113 crops
Pick-up

also calledPick-upspick-ups

Pile Connection Reinforcement Barfoundation×4 · U-shapedp14, p153 crops
Pile Connection Reinforcement Bar

also calledpile connection reinforcementPile connection reinforcement

marks#8 BAR

  • p14p14_r02“pile connection reinforcement” · #8 BAR · ×2
  • p15p15_r02 title block“Pile connection reinforcement” · #8 BAR · ×2p15_r02“Pile connection reinforcement bar” · #8 BAR
Recessmatched by name×2 · circularp10, p113 crops
Recess
Roadway Alignmentancillary×3 · centerlinep3, p73 crops
Roadway Alignment

also calledSR 21 roadway alignmentcenterline

marksSR 21℄ SR 21/MILLEN BYPASS

Class AA Concretematerialconcretep14, p152 crops
Class AA Concrete
End Upstandsubstructure×4 · rectangular vertical upstand · reinforced concretep13, p172 crops
End Upstand
Epoxy Mortarmaterialepoxy mortarp10, p112 crops
Epoxy Mortar
Expansion Jointdeck×1 · vertical jointp2, p52 crops
Expansion Joint
Beveled Shim Platesuperstructure×4 · beveled plate · ASTM A709 Grade 36 steel, galvanizedp126 crops
Beveled Shim Plate

also calledBeveled shim platesbeveled shim plates

Bridge Superstructuresuperstructure×6 · continuous rectangular longitudinal memberp14 crops
Bridge Superstructure

also calledBridge deck/superstructure outlineBridge deck / superstructure outlinebridge deck/superstructure

marksLEFT BRIDGERIGHT BRIDGE

  • p1p01_r01 plan“Bridge deck/superstructure outline” · LEFT BRIDGE · ×1p01_r01 plan“Bridge deck/superstructure outline” · RIGHT BRIDGE · ×1p01_r07 plan“bridge superstructure” · ×1p01_r01“Bridge deck / superstructure outline” · LEFT BRIDGE · ×1p01_r01“Bridge deck / superstructure outline” · RIGHT BRIDGE · ×1p01_r07“bridge deck/superstructure” · ×1
Bridge Limitsother×4 · rectangular dashed outlinep32 crops
Bridge Limits

marksLEFT BRIDGERIGHT BRIDGE

Sealing Ribother×6 · rectangular perimeter ribp124 crops
Sealing Rib
Internal Platesuperstructure×14 · rectangular plate · ASTM A709 Grade 36 or ASTM A1011 Grade 36p123 crops
Internal Plate

also calledinternal plate(s)internal plates

Load Platesuperstructure×4 · rectangular plate · ASTM A709 Grade 36 or ASTM A1011 Grade 36p123 crops
Load Plate

also calledload plates

Proposed Vertical Curveancillary×3 · crest vertical curvep12 crops
Proposed Vertical Curve

marksSR 21 PGL - WESTBOUNDSR 21 PGL - EASTBOUND

Approach Slabdeckrectangularp22 crops
Approach Slab
End Post And Guardrail Attachment Detailancillary×8p22 crops
End Post And Guardrail Attachment Detail
Endfillearthwork×2 · sloped, stepped profilep12 crops
Endfill
Endfill Control Pointother×2 · pointp12 crops
Endfill Control Point
Epoxy Groutmaterialapproved epoxy groutp102 crops
Epoxy Grout
Fence Railancillarycircular pipe · zinc coatedp82 crops
Fence Rail
Foundation Backfill Material Type IIearthworkp22 crops
Foundation Backfill Material Type II

also calledfoundation backfill material

marksTYPE II

  • p2p02_r09 notes“foundation backfill material” · TYPE IIp02_r01“Foundation backfill material, Type II”
Galvanized Nailmaterialgalvanizedp52 crops
Galvanized Nail

also calledgalvanized nailsGalvanized nails

marks10d

Galvanized Pipe Sleeveancillarycircular sleeve · galvanizedp82 crops
Galvanized Pipe Sleeve

also calledpipe sleeve

High Railancillary×2 · horizontal linep12 crops
High Rail

marksTOP OF HIGH RAIL

  • p1p01_r03“high rail” · ×1p01_r05“high rail” · TOP OF HIGH RAIL · ×1
Low Modulus Silicone Sealantmaterialnarrow joint seal · siliconep52 crops
Low Modulus Silicone Sealant

marksTYPE A

MSE Wall Abutmentsubstructure×2p22 crops
MSE Wall Abutment

also calledMSE wall abutments

Preformed Silicone Joint Sealmaterial×2 · profiled · siliconep42 crops
Preformed Silicone Joint Seal

marks*

Reinforcement Layout Boundaryother×2 · stepped rectangularp162 crops
Reinforcement Layout Boundary

also calledrectangular reinforcement layout

  • p16p16_r07“reinforcement layout boundary” · ×1p16_r10“rectangular reinforcement layout” · ×1
Steel Diaphragmsuperstructuresteelp22 crops
Steel Diaphragm

also calledSteel diaphragms

Superstructure Concrete Class Dmaterialconcretep42 crops
Superstructure Concrete Class D
Temporary Shoringancillary×1 · linearp12 crops
Temporary Shoring
Truss Bracingancillarydiagonal pipe · zinc coatedp82 crops
Truss Bracing
Waterproofingdeck×1 · layerp82 crops
Waterproofing
Abutment Soil Reinforcing Device Insertsubstructurep21 crop
Abutment Soil Reinforcing Device Insert

also calledAbutment soil reinforcing device inserts

  • p2p02_r01“Abutment soil reinforcing device inserts”
Bearing Pad Holesuperstructure×1 · circularp121 crop
Bearing Pad Hole
Bridge Excavationearthworkp21 crop
Bridge Excavation

also calledBridge excavation, grade separation

  • p2p02_r01“Bridge excavation, grade separation”
Chamferotherchamfered edgep51 crop
Chamfer
Construction Clearance Envelopeother×1 · rectangularp11 crop
Construction Clearance Envelope
  • p1p01_r05“construction clearance envelope” · ×1
cross-section profile linematched by name×8 · irregular dashed/solid horizontal profilep31 crop
cross-section profile line
end upright wall/postmatched by name×2 · rectangularp131 crop
end upright wall/post
  • p13p13_r03“end upright wall/post” · ×2
end vertical blockmatched by name×2 · rectangularp171 crop
end vertical block
  • p17p17_r02“end vertical block” · ×2
end vertical membermatched by name×2 · rectangularp171 crop
end vertical member
Existing Railroad Right-Of-Way Limitsancillary×16 · vertical dashed linesp31 crop
Existing Railroad Right-Of-Way Limits
Exposed Concrete Edgesotherconcretep21 crop
Exposed Concrete Edges
Grooved Concretepavementconcretep21 crop
Grooved Concrete
Gutterdrainage×2 · linearp11 crop
Gutter
Pile Connectionfoundationp141 crop
Pile Connection
Point Of Vertical Intersectionancillary×1 · pointp11 crop
Point Of Vertical Intersection

marksPVI

Protective Platformancillaryp21 crop
Protective Platform

also calledProtective platforms

Shim Plate Holesuperstructure×1 · circularp121 crop
Shim Plate Hole
Slotsuperstructurerectangularp101 crop
Slot
Spansuperstructurep201 crop
Span

marksSPAN 2 RIGHT

Special Protective Coatingmaterialp101 crop
Special Protective Coating

marksNO. 2 P

  • p10p10_r08“Special protective coating” · NO. 2 P
Superstructure concretematched by nameconcretep21 crop
Superstructure concrete
  • p2p02_r01“Superstructure concrete”
Tension Barancillaryflat bar · zinc coatedp81 crop
Tension Bar
Tension Bar Bandancillarybandp81 crop
Tension Bar Band

also calledtension bar bands

Unidentified Partial Outlined Elementother×1 · tapered quadrilateralp71 crop
Unidentified Partial Outlined Element
  • p7p07_r02“unidentified partial outlined element” · ×1
3Match the ontology35 of 100 matched · 2 to check · 65 unmatchedconfigured openai/gpt-5.6-terra-pro · about $3.48 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.

35% of items placed. The 65 below fit no class — add one to the ontology and match again.

33matched2to check65unmatched35% covered50values70gaps2,833,309tokens in107,196tokens out

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

  • Smooth Dowel Barp2, p10, p11, p12, p13, p14, p15, p17 · 10 crops · ×2The ontology would need a smooth dowel bar component class.
  • Construction Jointp5, p7, p8, p9, p14, p15 · 13 crops · ×8The ontology would need a construction joint component class.
  • Edge Beamp4, p5, p6, p7, p9 · 14 crops · ×27The ontology would need an edge beam component class.
  • Preformed Joint Fillerp4, p5, p8, p9, p12 · 12 crops · ×8The ontology would need a preformed joint filler material class.
  • Beam Centerlinep13, p14, p15, p17, p18 · 6 crops · ×72The ontology would need a beam centerline reference class.
  • Chain Link Fencep1, p2, p7, p8 · 13 crops · ×9The ontology would need a chain-link fence component class.
  • Fence Postp4, p5, p6, p8 · 10 crops · ×4The ontology would need a fence post component class.
  • Bearing Padp7, p8, p9, p12 · 9 crops · ×6The ontology would need a bearing pad component class.
  • Dowel Holep13, p14, p15, p17 · 6 crops · ×8The ontology would need a dowel hole component class.
  • Reinforced Concrete Memberp13, p16, p17 · 18 crops · ×19The item does not identify a specific bridge component; the ontology would need a generic reinforced-concrete member class.
  • Rectangular Structural Memberp13, p16, p17 · 17 crops · ×20The item is too generic; the ontology would need a generic reinforced-concrete structural member class.
  • Wallp1, p13, p17 · 11 crops · ×16The ontology would need a generic structural wall component class.
  • Triangular Drip Beadp7, p8, p9 · 6 crops · ×1The ontology would need a deck drip bead component class.
  • Bearing Centerlinep14, p15, p16 · 3 crops · ×4The ontology would need a bearing centerline reference class.
  • Diaphragm Barp10, p11 · 6 crops · ×4The ontology would need a diaphragm bar component class.
  • Holep10, p11 · 6 crops · ×3The ontology would need a generic formed hole component class.
  • Paving Restp4, p6 · 6 crops · ×10The ontology would need a paving rest component class.
  • Deck Filletp5, p6 · 4 crops · ×4The ontology would need a deck fillet component class.
  • Diaphragm Bar Holep10, p11 · 4 crops · ×8The ontology would need a diaphragm bar hole component class.
  • Hex Nutp10, p11 · 4 crops · ×2The ontology would need a structural nut component class.
  • Low Friction Type Hold Downp10, p11 · 4 crops · ×3The ontology would need a low-friction hold-down device component class.
  • Mechanical Couplerp14, p15 · 4 crops · ×2The ontology would need a mechanical reinforcing-bar coupler component class.
  • Silicone Sealantp4, p9 · 4 crops · ×7The ontology would need a silicone joint sealant material class.
  • Washerp10, p11 · 4 crops · ×3The ontology would need a structural washer component class.
  • Pick-upp10, p11 · 3 cropsThe ontology would need a precast-member lifting pickup component class.
  • Recessp10, p11 · 3 crops · ×2The ontology would need a structural recess component class.
  • Class AA Concretep14, p15 · 2 cropsThe ontology would need a structural concrete material/specification class.
  • End Upstandp13, p17 · 2 crops · ×4The ontology would need an end upstand component class.
  • Epoxy Mortarp10, p11 · 2 cropsThe ontology would need an epoxy mortar material class.
  • Beveled Shim Platep12 · 6 crops · ×4The ontology would need a shim plate component class.
  • Sealing Ribp12 · 4 crops · ×6The ontology would need a sealing rib component class.
  • Internal Platep12 · 3 crops · ×14The ontology would need an internal structural plate component class.
  • Load Platep12 · 3 crops · ×4The ontology would need a load plate component class.
  • Bridge Limitsp3 · 2 crops · ×4The ontology would need a bridge limits reference-boundary class.
  • End Post And Guardrail Attachment Detailp2 · 2 crops · ×8The ontology would need a guardrail attachment component class.
  • Endfill Control Pointp1 · 2 crops · ×2The ontology would need an endfill control-point reference class.
  • Epoxy Groutp10 · 2 cropsThe ontology would need an epoxy grout material class.
  • Fence Railp8 · 2 cropsThe ontology would need a fence rail component class.
  • Galvanized Nailp5 · 2 cropsThe ontology would need a galvanized nail material/component class.
  • Galvanized Pipe Sleevep8 · 2 cropsThe ontology would need a pipe sleeve component class.
  • High Railp1 · 2 crops · ×2The ontology would need a high-rail fence component class.
  • Low Modulus Silicone Sealantp5 · 2 cropsThe ontology would need a low-modulus silicone sealant material class.
  • Preformed Silicone Joint Sealp4 · 2 crops · ×2The ontology would need a preformed silicone joint seal component class.
  • Reinforcement Layout Boundaryp16 · 2 crops · ×2The ontology would need a reinforcement layout boundary reference class.
  • Superstructure Concrete Class Dp4 · 2 cropsThe ontology would need a structural concrete material/specification class.
  • Truss Bracingp8 · 2 cropsThe ontology would need a fence truss-bracing component class.
  • Abutment Soil Reinforcing Device Insertp2 · 1 cropThe ontology would need an abutment soil-reinforcing device insert component class.
  • Bearing Pad Holep12 · 1 crop · ×1The ontology would need a bearing pad hole component class.
  • Chamferp5 · 1 cropThe ontology would need a concrete chamfer feature class.
  • Construction Clearance Envelopep1 · 1 crop · ×1The ontology would need a construction clearance envelope reference class.
  • cross-section profile linep3 · 1 crop · ×8The ontology would need a cross-section profile reference-line class.
  • end upright wall/postp13 · 1 crop · ×2The ontology would need an end upright wall post component class.
  • end vertical blockp17 · 1 crop · ×2The ontology would need an end vertical block component class.
  • end vertical memberp17 · 1 crop · ×2The ontology would need an end vertical member component class.
  • Existing Railroad Right-Of-Way Limitsp3 · 1 crop · ×16The ontology would need a railroad right-of-way boundary reference class.
  • Exposed Concrete Edgesp2 · 1 cropThe ontology would need an exposed concrete edge finish class.
  • Gutterp1 · 1 crop · ×2The ontology would need a bridge gutter drainage component class.
  • Pile Connectionp14 · 1 cropThe ontology would need a pile connection component class.
  • Protective Platformp2 · 1 cropThe ontology would need a protective platform component class.
  • Shim Plate Holep12 · 1 crop · ×1The ontology would need a shim plate hole component class.
  • Slotp10 · 1 cropThe ontology would need a structural slot component class.
  • Superstructure concretep2 · 1 cropThe ontology would need a structural concrete material class.
  • Tension Barp8 · 1 cropThe ontology would need a fence tension bar component class.
  • Tension Bar Bandp8 · 1 cropThe ontology would need a tension bar band component class.
  • Unidentified Partial Outlined Elementp7 · 1 crop · ×1The item is unidentified and cannot be assigned to a defined ontology class.

superstructure9

  • Beam→Prestressed Concrete Girderbridge.superstructure.main_load_system.psc_girderp2, p4, p5, p6, p7, p8, p9, p10, p11, p12, p13, p14, p15, p18 · 64 crops · ×2181 read · 1 derived · 2 gapson “PSC beams”
  • Deck Slab→Deck Slabbridge.superstructure.deck_system.deck_slabp4, p5, p6, p7, p8, p9, p10, p11 · 31 crops · ×282 read · 1 derived · 2 gapson “Deck Slab”
  • Concrete Diaphragm→Diaphragmbridge.superstructure.secondary_member_system.diaphragmp4, p5, p6, p7, p9 · 10 crops · ×161 read · 4 gapson “Concrete diaphragms”
  • Bearing→Bridge Bearing Systemgroupingbridge.superstructure.bearing_systemp1, p8, p11, p14, p16 · 7 crops · ×29on “bearing”
  • Expansion Joint→Expansion Joint Systemgroupingbridge.superstructure.expansion_joint_systemp2, p5 · 2 crops · ×1on “Expansion Joint”
  • Bridge Superstructure→Bridge Superstructuregroupingbridge.superstructurep1 · 4 crops · ×6on “Bridge Superstructure”
  • Steel Diaphragm→Diaphragmbridge.superstructure.secondary_member_system.diaphragmp2 · 2 crops1 read · 4 gapson “Steel diaphragms”
  • Waterproofing→Deck Waterproofingbridge.superstructure.deck_system.waterproofingp8 · 2 crops · ×11 read · 3 gapson “Waterproofing”
  • Grooved Concretecheck→Wearing Coursebridge.superstructure.deck_system.wearing_coursep2 · 1 crop1 read · 3 gapson “Grooved Concrete”

alignment system7

ancillary system6

approach earthwork system5

substructure4

  • Bent→Pier Systemgroupingbridge.substructure.pier_systemp1, p2, p3, p4, p5, p6, p7, p13, p14, p15, p16, p17, p18, p20 · 36 crops · ×86on “Bent”
  • Bent Cap→Pier Capbridge.substructure.pier_system.pier_capp7, p9, p13, p14, p15, p16, p17 · 19 crops · ×263 read · 1 derived · 1 gapon “Bent Cap”
  • Endwallcheck→Abutment Systemgroupingbridge.substructure.abutment_systemp1, p4, p6, p8, p12, p13 · 12 crops · ×22on “end bent / wall”
  • Column→Rectangular Pier Shaftbridge.substructure.pier_system.pier_shaft.rectangularp13, p14, p15, p16, p17 · 13 crops · ×242 read · 1 derived · 2 gapson “COLUMN”

foundation system3

  • Steel H-pile→Steel H Pilebridge.foundation_system.deep_foundation.pile.steel_hp1, p2, p13, p14, p15, p16, p17, p18 · 53 crops · ×3521 read · 2 derived · 2 gapson “Steel H-piles”
  • Footing→Spread Footingbridge.foundation_system.shallow_foundation.spread_footingp2, p14, p15, p16, p18 · 24 crops · ×543 read · 1 derived · 2 gapson “Footings”
  • Pile Cap→Pile Capbridge.foundation_system.deep_foundation.pile_capp1, p13 · 4 crops · ×51 read · 1 derived · 4 gapson “pile cap”

construction system1

◈Index for the agent7010 points · 304 crops · 100 itemsopenai/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.

7010 points indexed and up to date, 15 dropped last run.

7,010points stored7,010points ready304crops100items501,248tokens embedded

Collection mindmap_vectors, filtered on projectId = gdot_drawing-83a3db2262b94086918a1e232d2b9607.