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Column

5 pages · 13 crops · ×24 · substructure

Matched toRectangular Pier Shaftbridge.substructure.pier_system.pier_shaft.rectangularon “COLUMN”

2 read off the drawings · 1 derived · 2 not established
The class asks forValueHowFrom
LengthLwants m/mmnot establishedThe readings state a column width and vertical height, but do not establish a separate column length dimension. The 4'-8" dimensions are not explicitly identified as a column length.not found
WidthWwants m/mm2'-0" ft-inExplicitly labeled "Column width" and applies to COLUMN 2.readp15 · p15_r02 title block
HeightHwants m/mm9'-6" ft-inThe 9'-6" dimension is explicitly identified as a column dimension/vertical dimension for COLUMN 1 on page 14 and COLUMN 2 on page 15.readp14 · p14_r02 title blockp15 · p15_r02 title block
Instance CountNwants count8 countBent 2: COLUMN 1 + COLUMN 2 + COLUMN 3 + COLUMN 4 = 4 columns. Bent 3: COLUMN 1 + COLUMN 2 + COLUMN 3 + COLUMN 4 = 4 columns. 4 + 4 = 8 columns.Bent 2 elevations show Columns 1 through 4, and the Intermediate Bent 3 detail explicitly identifies four columns, COLUMN 1 through COLUMN 4. These are distinct bent details.derivedp14 · p14_r02 title blockp14 · p14_r03 title blockp15 · p15_r02 title block
Concrete Gradefcknot establishedColumns are identified as reinforced concrete in the readings, but no concrete strength class or grade is stated.not found

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

How the sheets named it

vertical support membersvertical memberCOLUMN 1COLUMN 2COLUMN 3COLUMN 4℄ COLUMN 1℄ COLUMN 2COLUMN 1, COLUMN 2, COLUMN 3, COLUMN 4℄ COLUMN

Every dimension read for it67

  • 6'-0"minimum horizontal distance from B.F.P.R. reference to wall referencenot attributedp13 · p13_r05 2 0 min
  • 2"clear cover, 3 sidesp13 · p13_r06
  • 14-620 AT 6" MAX.bar quantity and maximum spacingp14 · p14_r02 title block
  • 14-621 AT 6" MAX.bar quantity and maximum spacingp14 · p14_r02 title block
  • 4'-8"dimensionp14 · p14_r02 title block
  • 1'-3"dimensionp14 · p14_r02 title block
  • 12-521bar quantityp14 · p14_r02 title block
  • 3½"dimensionp14 · p14_r02 title block
  • 8'-9"dimensionp14 · p14_r02 title block
  • 14-522 DBLbar quantityp14 · p14_r02 title block
  • 2"dimensionp14 · p14_r02 title block
  • 9-620 AT 12" MAX.bar quantity and maximum spacingp14 · p14_r02 title block
  • 9-621 AT 12" MAX.bar quantity and maximum spacingp14 · p14_r02 title block
  • 9-620 AT 6" MAX.bar quantity and maximum spacingp14 · p14_r02 title block
  • 9-621 AT 6" MAX.bar quantity and maximum spacingp14 · p14_r02 title block
  • 7-620 AT 12" MAX.bar quantity and maximum spacingp14 · p14_r02 title block
  • 7-621 AT 12" MAX.bar quantity and maximum spacingp14 · p14_r02 title block
  • 14-620 AT 6" MAX.bar quantity and maximum spacingp14 · p14_r02 title block
  • 14-621 AT 6" MAX.bar quantity and maximum spacingp14 · p14_r02 title block
  • 9'-6"column dimensionp14 · p14_r02 title block
  • 3½"cover/offsetp14 · p14_r03 title block
  • 2"offsetp14 · p14_r03 title block
  • 8"offsetp14 · p14_r03 title block
  • 8"offsetp14 · p14_r03 title block
  • 2"offsetp14 · p14_r03 title block
  • 3½"cover/offsetp14 · p14_r03 title block
  • 9"vertical dimensionp14 · p14_r02
  • 4'-8"vertical dimensionp14 · p14_r02
  • 8'-9"cap/column horizontal dimensionp14 · p14_r02
  • 8'-9"cap/column horizontal dimensionp14 · p14_r02
  • 3½"horizontal dimensionp14 · p14_r02
  • 2"horizontal dimensionp14 · p14_r02
  • 8"horizontal dimensionp14 · p14_r02
  • 3½"horizontal dimensionp14 · p14_r02
  • 2"horizontal dimensionp14 · p14_r02
  • 8"horizontal dimensionp14 · p14_r02
  • 1'-0"horizontal dimensionp14 · p14_r02
  • 2'-0"vertical dimensionp14 · p14_r02
  • 1'-0"vertical dimensionp14 · p14_r02
  • 9'-6"column height dimensionp14 · p14_r02
  • EL. 181.25elevationp14 · p14_r02
  • EL. 181.11elevationp14 · p14_r02
  • EL. 181.32elevationp14 · p14_r02
  • EL. 181.73elevationp14 · p14_r02
  • EL. 181.80elevationp14 · p14_r02
  • 2"horizontal dimensionp14 · p14_r03
  • 8"horizontal dimensionp14 · p14_r03
  • 12-131 SERIESColumn reinforcingp15 · p15_r02 title block
  • 2'-0"Column widthp15 · p15_r02 title block
  • 9'-6"Column vertical dimensionp15 · p15_r02 title block
  • 1'-0"Column top and bottom offsetsp15 · p15_r02 title block
  • 12-I131 SERIESBar calloutp15 · p15_r02
  • 1'-0"Dimensionp15 · p15_r02
  • 2'-0"Dimensionp15 · p15_r02
  • 12-I130 SERIESBar calloutp15 · p15_r02
  • 9'-6"Dimensionp15 · p15_r02
  • 4'-8"Dimensionp15 · p15_r02
  • 14-630 AT 6" MAX.Bar callout and spacingp15 · p15_r02
  • 14-63I AT 6" MAX.Bar callout and spacingp15 · p15_r02
  • 9-630 AT 12" MAX.Bar callout and spacingp15 · p15_r02
  • 9-63I AT 6" MAX.Bar callout and spacingp15 · p15_r02
  • 7-630 AT 12" MAX.Bar callout and spacingp15 · p15_r02
  • 7-63I AT 12" MAX.Bar callout and spacingp15 · p15_r02
  • 12-I131 SERIESBar calloutp15 · p15_r02
  • 12-I130 SERIESBar calloutp15 · p15_r02
  • 3/8" = 1'-0"drawing scalenot attributedp16 · p16_r08 footing plan bent 2
  • 3/8" = 1'-0"Scalenot attributedp16 · p16_r08

Notes on the sheets that carry it

  • p14NOTES:
  • p141. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.
  • p142. BARS 422 NOT SHOWN.
  • p143. EXTEND BARS 1121A 3'-6" INTO CAP.
  • p14MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511
  • p14* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
  • p14PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.
  • p14"I6 FOR CAP, SECTIONS." (partial text at left crop edge)
  • p14"-6” INTO CAP." (partial text at left crop edge)
  • p14", TYP." (partial text at lower-left crop edge)
  • p14"ER HOLES" (partial text at lower-left crop edge)
  • p141. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING REINFORCEMENT AND FOOTING NOTES.
  • p1444-#21 AT EQ. SPS.
  • p1411 SPS. AT 7"
  • p1412-#21 SERIES
  • p146 SPS AT 5"
  • p1414-#22 DBL
  • p1425-#21 AT EQ. SPS.
  • p14EL. 151.00, TYP.
  • p152. BARS 432 NOT SHOWN.
  • p153. EXTEND BARS 131A 3'-9" INTO CAP.
  • p15* REQUIRED CONSTRUCTION JOINT. AS CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
  • p15MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION.
  • p15PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.
  • p151. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING DETAILS.
  • p15MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 51.
  • p15* CONST. JT., TYP.
  • p15PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 220 KIPS.
  • p15ALL PILES SHALL BE STEEL H-PILES HP 12 X 53. partial
  • p162" MIN. CL., TYP.
  • p162" CL., 3 SIDES
  • p165-422 OR 5-432 EACH FACE
  • p172" MIN. CL.
  • p171'-0" TYP.

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

Page 13

crop

p13_r05 2 0 min

page 13 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p13_r05_2_0_min
Original
p13_r05 2 0 min
{
  "view": "Detail",
  "objects": [
    {
      "name": "cap",
      "tag": "CAP",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "vertical support members",
      "tag": "",
      "shape": "paired parallel-line vertical members",
      "material": "",
      "count": 2,
      "note": "Extend below crop with break symbols."
    },
    {
      "name": "connecting element",
      "tag": "",
      "shape": "tapered and offset parallel-line profile",
      "material": "",
      "count": 1,
      "note": "Connects the cap area to the wall area; identity is not labeled in the visible crop."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall/profile",
      "material": "",
      "count": 1,
      "note": "Callout identifies the visible face as partial text: \"FRONT OF WA\"."
    },
    {
      "name": "rectangular block at wall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Adjacent to the wall; callout text at right is cropped and reads only \"C\"."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal distance from B.F.P.R. reference to wall reference",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal cap dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum vertical cap dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    }
  ],
  "notes": [],
  "labels": [
    "B.F.P.R.",
    "C",
    "FRONT OF WA"
  ],
  "description": "This crop shows a detail of a labeled CAP supported by two vertical members, with a profiled connecting element leading toward a wall. The right-side wall callouts are cropped, and only partial text is visible."
}

p13_r05 2 0 minDetail

  • vertical support members×2paired parallel-line vertical membersExtend below crop with break symbols.

6'-0" minimum horizontal distance from B.F.P.R. reference to wall reference3'-0" horizontal cap dimension2'-0" minimum vertical cap dimension

crop

p13_r06

page 13 · other_p13_r06
Original
p13_r06
{
  "view": "Section",
  "objects": [
    {
      "name": "reinforced concrete member",
      "tag": "",
      "shape": "rectangular with chamfered lower corners",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned member is 3'-0\" wide and 2'-0\" minimum deep as shown."
    },
    {
      "name": "vertical member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Continues below the section; lower extent is outside the crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#12",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Callout points to the upper reinforcement."
    },
    {
      "name": "reinforcement bars",
      "tag": "#10",
      "shape": "bent",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout points to bent reinforcement at the left side."
    },
    {
      "name": "reinforcement bars",
      "tag": "4-#10",
      "shape": "bent rectangular tie",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Callout points to the reinforcing tie/bar arrangement."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "typical vertical spacing",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "4-#10 reinforcement bars"
    },
    {
      "label": "minimum depth",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "vertical member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows SECTION A-A through a rectangular reinforced-concrete member with reinforcing steel and a centered vertical rectangular member extending below it. The section documents reinforcement callouts, concrete cover, member width, and minimum depth for this portion only."
}

p13_r06Section

  • vertical member×1rectangularContinues below the section; lower extent is outside the crop.

3'-0" overall width1'-6" half width1'-6" half width2" minimum clear cover1'-0" typical vertical spacing2'-0" minimum depth2" clear cover, 3 sides1'-6" half width+2 more

Page 14

crop

p14_r02 title block

page 14 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p14_r02_title_block
Original
p14_r02 title block
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Long cap shown across Columns 1 and 2; end portions continue/crop at both sides."
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column beneath cap."
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column beneath cap."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One footing is shown under each column; Column 2 footing is shown with 11'-6\" square typical dimension."
    },
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": null,
      "note": "Piles are shown beneath the footings; pile connection detail identifies H-PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "421",
      "shape": "",
      "material": "",
      "count": 44,
      "note": "44-421 AT EQ. SPS. in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "520",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "2-520 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "1122",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "8-1122 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "1123",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "8-1123 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "620",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Multiple 620 bar callouts at stated maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "621",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Multiple 621 bar callouts at stated maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "521",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-521 and 25-521 bar callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "522",
      "shape": "",
      "material": "",
      "count": null,
      "note": "14-522 DBL callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "1121",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-1121 SERIES."
    },
    {
      "name": "reinforcement bar",
      "tag": "1120",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-1120 SERIES."
    },
    {
      "name": "reinforcement bar",
      "tag": "420",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "12-420 AT EQ. SPS."
    },
    {
      "name": "reinforcement bar",
      "tag": "920",
      "shape": "",
      "material": "",
      "count": 16,
      "note": "16-920 AT EQ. SPS. in footing."
    },
    {
      "name": "reinforcement bar",
      "tag": "8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Pile connection detail; #8 BAR, TYP."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Mechanical coupler, typical; see special provision 511."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "horizontal",
      "material": "",
      "count": null,
      "note": "Required construction joint at contractor's option."
    },
    {
      "name": "pile connection",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Detail shows reinforcing bars connected above an H-pile."
    }
  ],
  "measurements": [
    {
      "label": "cap reinforcement spacing",
      "value": "44-421",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap reinforcement spacing",
      "value": "AT EQ. SPS.",
      "unit": "",
      "appliesTo": "421"
    },
    {
      "label": "elevation",
      "value": "EL. 185.78",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.23",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.41",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.10",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.55",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.24",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.70",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.38",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.49",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "minimum cap depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "8-1122",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "2-520",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "8-1123",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.93",
      "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": "bar quantity and maximum spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "bar quantity",
      "value": "12-521",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "522"
    },
    {
      "label": "bar quantity",
      "value": "14-522 DBL",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "column dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "clear cover",
      "value": "3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "bar quantity and spacing",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "bar size",
      "value": "#8",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "minimum dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum dimension",
      "value": "24\"",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "bar extension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "1121"
    },
    {
      "label": "maximum factored axial load",
      "value": "237 KIPS",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "NOTES:",
    "1. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "2. BARS 422 NOT SHOWN.",
    "3. EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS."
  ],
  "labels": [
    "A",
    "B",
    "C",
    "I2-I121 SERIES",
    "I2-I120 SERIES",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)"
  ],
  "description": "This crop shows an elevation of Bent 2, left looking ahead, with a long bent cap supported by Columns 1 and 2 and their footings/piles. It includes reinforcement callouts, cap and footing dimensions/elevations, a required construction-joint note, and a pile connection detail. Portions of the bent extend beyond the left and right crop boundaries."
}

p14_r02 title blockElevation

  • columnCOLUMN 1×1rectangularVertical column beneath cap.
  • columnCOLUMN 2×1rectangularVertical column beneath cap.

44-421 cap reinforcement spacingAT EQ. SPS. cap reinforcement spacingEL. 185.78 elevationEL. 185.23 elevationEL. 185.96 elevationEL. 185.41 elevationEL. 186.10 elevationEL. 185.55 elevation+63 more

crop

p14_r03 title block

page 14 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p14_r03_title_block
Original
p14_r03 title block
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "tapered rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous cap shown across Columns 3 and 4."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown supported on a footing."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown supported on a footing."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing is shown below each column."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Four pile extensions are visible below the two footings; two at each footing."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callouts include 44-#21 at equal spaces, 12-#21, and 25-#21 at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "#22",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callouts include 14-#22 DBL."
    },
    {
      "name": "reinforcement bar",
      "tag": "#20",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout: 2-#20."
    },
    {
      "name": "reinforcement bar",
      "tag": "#23",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout: 8-#23."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped with flared legs",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Separate partial bar-bend detail at lower left of crop."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement spacing and quantity",
      "value": "44-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 186.29",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 186.12",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.58",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.94",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.42",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.77",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.61",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.03",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "minimum depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-#22",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#20",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "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": "cover/offset",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing and quantity",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "cover/offset",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "reinforcement spacing and quantity",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-#22 DBL",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "reinforcement quantity",
      "value": "25-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-#23",
      "unit": "",
      "appliesTo": "#23 reinforcement"
    },
    {
      "label": "offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "COLUMN 4"
    },
    {
      "label": "reinforcement spacing and quantity",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-#22 DBL",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "COLUMN 4"
    },
    {
      "label": "cover/offset",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "COLUMN 4"
    },
    {
      "label": "reinforcement spacing and quantity",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "cap end length",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap length between indicated points",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end length",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00",
      "unit": "",
      "appliesTo": "footings"
    },
    {
      "label": "bar bend angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar dimension",
      "value": "24\"",
      "unit": "",
      "appliesTo": "#8 BAR"
    }
  ],
  "notes": [
    "\"I6 FOR CAP, SECTIONS.\" (partial text at left crop edge)",
    "\"-6” INTO CAP.\" (partial text at left crop edge)",
    "\", TYP.\" (partial text at lower-left crop edge)",
    "\"ER HOLES\" (partial text at lower-left crop edge)"
  ],
  "labels": [
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. 1 LT. AND RT.",
    "S & A",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "A",
    "B"
  ],
  "description": "This crop is an elevation of Bent 2, right looking ahead, for Bridge No. 1 LT. AND RT. It shows a reinforced-concrete bent cap supported by Columns 3 and 4, each on a rectangular footing with visible pile extensions, together with cap reinforcement callouts and elevations. A partial #8 reinforcing-bar bend detail is visible at the lower left."
}

p14_r03 title blockElevation

  • columnCOLUMN 3×1rectangularreinforced concreteShown supported on a footing.
  • columnCOLUMN 4×1rectangularreinforced concreteShown supported on a footing.

44-#21 AT EQ. SPS. reinforcement spacing and quantityEL. 186.42 elevationEL. 185.84 elevationEL. 186.29 elevationEL. 185.75 elevationEL. 186.12 elevationEL. 185.58 elevationEL. 185.94 elevation+37 more

crop

p14_r02

page 14 · other_p14_r02
Original
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."
}

p14_r02Elevation

  • column℄ COLUMN 1×1rectangularVertical column below cap.
  • column℄ COLUMN 2×1rectangularVertical column below cap.

44-421 cap reinforcement spacing4'-10" minimum cap depth9" vertical dimension4'-8" vertical dimension8'-9" cap/column horizontal dimension25'-0" cap/column horizontal dimension8'-9" cap/column horizontal dimension6" bar spacing+61 more

crop

p14_r03

page 14 · other_p14_r03
Original
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."
}

p14_r03Elevation

  • columnCOLUMN 3×1rectangularLower portion is broken in elevation.
  • columnCOLUMN 4×1rectangularLower portion is broken in elevation.

44-#21 cap reinforcement spacing4'-0" cap depthMIN. minimum cap depthEL. 186.42 elevation (BK)EL. 185.84 elevation (AH)EL. 186.29 elevation (BK)EL. 185.75 elevation (AH)EL. 186.12 elevation (BK)+30 more

Page 15

crop

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 blockUnclear

  • ColumnCOLUMN 1, COLUMN 2, COLUMN 3, COLUMN 4×4rectangularCenterlines are indicated.

44-431 AT EQ. SPS. Cap reinforcing8-1132 Cap reinforcing2-530 Cap reinforcing8-1133 Cap reinforcing4'-0" MIN. Cap depth25'-0" Cap length between indicated column regions8'-9" End dimension12-531 Column reinforcing+65 more

crop

p15_r02

page 15 · other_p15_r02
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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."
}

p15_r02Detail

  • ColumnCOLUMN 1×1rectangularreinforced concrete
  • ColumnCOLUMN 2×1rectangularreinforced concrete
  • ColumnCOLUMN 3×1rectangularreinforced concrete
  • ColumnCOLUMN 4×1rectangularreinforced concrete

44-43I AT EQ. SPS. Cap reinforcing-bar spacingEL. 185.79 (AH) ElevationEL. 185.24 (BK) ElevationEL. 185.98 (AH) ElevationEL. 185.43 (BK) ElevationEL. 186.14 (AH) ElevationEL. 185.60 (BK) ElevationEL. 186.30 (AH) Elevation+84 more

Page 16

crop

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 3Detail

  • column℄ COLUMNrectangularOnly the column centerline/location is shown in the footing plan; a column projection is shown in Section B-B.

4'-3" overall width at ℄ BENT2'-1½" width from ℄ BENT2'-1½" width from ℄ BENT11½" spacing1'-2" spacing1'-2" spacing11½" spacing2" minimum clear cover+14 more

crop

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 2Plan

  • column×1Indicated by a vertical dashed centerline labeled CL COLUMN.

11'-6" overall footing width1'-3" horizontal end spacing4'-6" horizontal pile spacing4'-6" horizontal pile spacing1'-3" horizontal end spacing11'-6" overall footing length1'-3" vertical end spacing4'-6" vertical pile spacing+3 more

crop

p16_r08

page 16 · other_p16_r08
Original
p16_r08
{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan outline for Bent 2 footing."
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Six pile symbols shown within footing plan."
    },
    {
      "name": "Column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Shown by intersecting dashed centerlines at footing center."
    },
    {
      "name": "Bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent centerline is shown."
    }
  ],
  "measurements": [
    {
      "label": "Overall footing width",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing width segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "Pile"
    },
    {
      "label": "Pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "Pile"
    },
    {
      "label": "Footing width segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Overall footing length",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing length segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "Pile"
    },
    {
      "label": "Pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "Pile"
    },
    {
      "label": "Footing length segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop is a footing plan for Bent 2. It shows a rectangular 11'-6\" by 11'-6\" footing, with six H-section pile symbols arranged in two lines of three and a centered column centerline."
}

p16_r08Plan

  • Column×1Shown by intersecting dashed centerlines at footing center.

11'-6" Overall footing width1'-3" Footing width segment4'-6" Pile spacing4'-6" Pile spacing1'-3" Footing width segment11'-6" Overall footing length1'-3" Footing length segment4'-6" Pile spacing+3 more

Page 17

crop

p17_r05 2 0 min

page 17 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p17_r05_2_0_min
Original
p17_r05 2 0 min
{
  "view": "Detail",
  "objects": [
    {
      "name": "cap",
      "tag": "CAP",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "vertical support members",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown extending below the cap; lower portions are broken off."
    },
    {
      "name": "connecting member",
      "tag": "",
      "shape": "stepped/tapered profile",
      "material": "",
      "count": 1,
      "note": "Connects the cap area to the wall area."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical stem with rectangular block at upper portion",
      "material": "",
      "count": 1,
      "note": "Callout identifies the front of wall; text is cropped."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal distance from B.F.P.R. to wall reference line",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": "wall"
    },
    {
      "label": "horizontal cap dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum vertical cap dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "CAP"
    }
  ],
  "notes": [],
  "labels": [
    "B.F.P.R.",
    "C... (partial)",
    "FRONT OF WA... (partial)"
  ],
  "description": "This crop shows a structural detail with a rectangular CAP supported by two vertical members and connected by a stepped profile to a wall element. The crop documents minimum cap dimensions and a 6-foot minimum horizontal relationship from the B.F.P.R. reference to the wall reference line."
}

p17_r05 2 0 minDetail

  • vertical support members×2rectangularShown extending below the cap; lower portions are broken off.

6'-0" MIN. minimum horizontal distance from B.F.P.R. to wall reference line3'-0" horizontal cap dimension2'-0" MIN. minimum vertical cap dimension

crop

p17_r06

page 17 · other_p17_r06
Original
p17_r06
{
  "view": "Section",
  "objects": [
    {
      "name": "reinforced concrete member",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned rectangular member surrounding a central vertical member."
    },
    {
      "name": "vertical member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only the portion passing through the reinforced concrete member is visible."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-242",
      "shape": "circular in section",
      "material": "",
      "count": 2,
      "note": "Two top reinforcing bars are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-1040",
      "shape": "circular in section",
      "material": "",
      "count": 4,
      "note": "Four reinforcing bars at the corners are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "440",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout leader points to the outer reinforcement line."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum clear cover",
      "value": "2\" MIN.",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum height",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "typical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "1'-0\" TYP.",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows SECTION A-A through a rectangular reinforced concrete member with chamfered corners and a central vertical rectangular member. Reinforcing bar callouts and concrete cover, overall width, and minimum-height dimensions are shown."
}

p17_r06Section

  • vertical member×1rectangularOnly the portion passing through the reinforced concrete member is visible.

3'-0" overall width1'-6" half width1'-6" half width2" MIN. minimum clear cover2'-0" MIN. minimum height1'-0" typical dimension2" clear cover, 3 sides1'-6" half width+2 more