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Bent Cap

7 pages · 19 crops · ×26 · substructure

Matched toPier Capbridge.substructure.pier_system.pier_capon “Bent Cap

3 read off the drawings · 1 derived · 1 not established
The class asks forValueHowFrom
LengthLwants m/mm42'-6" (BENT 2 LEFT/RIGHT and BENT 3 LEFT/RIGHT); 44'-1 1/16" (BENT 1 and BENT 4 LEFT/RIGHT) ft-inThe drawings show two bent-cap length families. BENT 2 and BENT 3 plans directly state an overall bent-cap length of 42'-6". BENT 1 directly states an overall dimension of 44'-1 1/16", and BENT 4 directly states an overall width of 44'-1 1/16" across the cap plan; this is the cap's long overall plan dimension.readp13 · p13_r01 title blockp14 · p14_r01 planp15 · p15_r01p17 · p17_r01
WidthWwants m/mm4'-3" (intermediate bent caps: BENT 2 LEFT/RIGHT and BENT 3 LEFT/RIGHT); 4'-0 7/16" end width (BENT 1) ft-inBENT 2 plans explicitly label the bent-cap width as 4'-3", confirmed by the overall cap-width dimensions in the bent-cap sections. BENT 1 has a separately labeled end-width dimension of 4'-0 7/16". The readings do not establish that the end-bent cap width is identical to the intermediate bent-cap width.readp13 · p13_r01 title blockp14 · p14_r01 planp16 · p16_r01 section a ap16 · p16_r02
ThicknessTwants m/mm4'-0" MIN. (intermediate bent caps); 2'-0" MIN. (end-bent CAP detail) ft-inIntermediate bent-cap elevations and sections directly specify a minimum cap depth of 4'-0". The end-bent-and-wall CAP detail directly specifies a minimum vertical cap dimension of 2'-0". These are distinct cap configurations, so both stated thicknesses are retained.readp14 · p14_r02 title blockp15 · p15_r02 title blockp16 · p16_r01 section a ap13 · p13_r05 2 0 minp17 · p17_r05 2 0 min
Instance CountNwants count8 count2 BENT 1 caps + 2 BENT 2 caps + 2 BENT 3 caps + 2 BENT 4 caps = 8 bent caps.Each of BENT 1, BENT 2, BENT 3, and BENT 4 is shown as a left and a right bent cap, giving two instances per bent designation.derivedp13 · p13_r01 title blockp14 · p14_r01 planp15 · p15_r02 title blockp17 · p17_r01
Concrete Gradefcknot establishedThe readings identify certain bent caps as reinforced concrete but do not state a concrete strength class, compressive strength, or concrete grade for the caps.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

cap beamsupport capcapBENT 1CAPBENT 2 LEFT; BENT 2 RIGHTC BENTBENT 3 LEFT / BENT 3 RIGHTBENT 3BENT 3 LEFTBENT 3 RIGHTBENT 4 LEFTBENT 4 RIGHT

Every dimension read for it201

  • 81°-20'-05.0"Skew anglep13 · p13_r01 title block
  • 22'-0"Dimensionp13 · p13_r01 title block
  • 1'-6"Dimensionp13 · p13_r01 title block
  • 3'-0"Dimensionp13 · p13_r01 title block
  • 5'-4 3/4"Dimensionp13 · p13_r01 title block
  • 2'-9 3/8"Dimensionp13 · p13_r01 title block
  • 2'-3/4"Typical dimensionp13 · p13_r01 title block
  • 3'-0 7/8"End dimensionp13 · p13_r01 title block
  • 6'-10 1/2"End dimensionp13 · p13_r01 title block
  • 6'-10 9/16"End dimensionp13 · p13_r01 title block
  • 44'-1 1/16"Overall dimensionp13 · p13_r01 title block
  • 4'-0 7/16"End width dimensionp13 · p13_r01 title block
  • 6'-0"minimum horizontal distance from B.F.P.R. reference to wall referencenot attributedp13 · p13_r05 2 0 min
  • 3'-0"horizontal cap dimensionp13 · p13_r05 2 0 min
  • 2'-0"minimum vertical cap dimensionp13 · p13_r05 2 0 min
  • 6'-0" MIN.minimum horizontal dimensionnot attributedp13 · p13_r05
  • 3'-0"horizontal dimensionp13 · p13_r05
  • 2'-0" MIN.minimum vertical dimensionp13 · p13_r05
  • 44-421cap reinforcement spacingp14 · p14_r02 title block
  • 4'-0"minimum cap depthp14 · p14_r02 title block
  • 8-1122bar quantityp14 · p14_r02 title block
  • 2-520bar quantityp14 · p14_r02 title block
  • 8-1123bar quantityp14 · p14_r02 title block
  • EL. 181.25elevationp14 · p14_r02 title block
  • EL. 181.11elevationp14 · p14_r02 title block
  • EL. 181.32elevationp14 · p14_r02 title block
  • EL. 181.73elevationp14 · p14_r02 title block
  • EL. 181.80elevationp14 · p14_r02 title block
  • EL. 181.93elevationp14 · p14_r02 title block
  • EL. 181.84elevationp14 · p14_r02 title block
  • EL. 181.68elevationp14 · p14_r02 title block
  • 25-521 AT EQ. SPS.bar quantity and spacingp14 · p14_r02 title block
  • 25'-0"dimensionp14 · p14_r02 title block
  • 8"dimensionp14 · p14_r02 title block
  • 44-#21 AT EQ. SPS.reinforcement spacing and quantityp14 · p14_r03 title block
  • 4'-0"minimum depthp14 · p14_r03 title block
  • 8-#22reinforcement quantityp14 · p14_r03 title block
  • 2-#20reinforcement quantityp14 · p14_r03 title block
  • EL. 181.84elevationp14 · p14_r03 title block
  • EL. 181.68elevationp14 · p14_r03 title block
  • EL. 181.61elevationp14 · p14_r03 title block
  • EL. 181.13elevationp14 · p14_r03 title block
  • EL. 181.05elevationp14 · p14_r03 title block
  • EL. 180.90elevationp14 · p14_r03 title block
  • 3½"cover/offsetp14 · p14_r03 title block
  • 8'-9"cap end lengthp14 · p14_r03 title block
  • 25'-0"cap length between indicated pointsp14 · p14_r03 title block
  • 8'-9"cap end lengthp14 · p14_r03 title block
  • 44-421cap reinforcement spacingp14 · p14_r02
  • 4'-10"minimum cap depthp14 · p14_r02
  • 25'-0"cap/column horizontal dimensionp14 · p14_r02
  • EL. 185.78 (BK)elevationp14 · p14_r02
  • EL. 185.23 (AH)elevationp14 · p14_r02
  • EL. 185.96 (BK)elevationp14 · p14_r02
  • EL. 185.41 (AH)elevationp14 · p14_r02
  • EL. 186.10 (BK)elevationp14 · p14_r02
  • EL. 185.55 (AH)elevationp14 · p14_r02
  • EL. 186.24 (BK)elevationp14 · p14_r02
  • EL. 185.70 (AH)elevationp14 · p14_r02
  • EL. 186.38 (BK)elevationp14 · p14_r02
  • EL. 185.84 (AH)elevationp14 · p14_r02
  • EL. 186.49 (BK)elevationp14 · p14_r02
  • EL. 185.93 (AH)elevationp14 · p14_r02
  • EL. 181.93elevationp14 · p14_r02
  • 44-#21cap reinforcement spacingp14 · p14_r03
  • 4'-0"cap depthp14 · p14_r03
  • MIN.minimum cap depthp14 · p14_r03
  • EL. 186.42elevation (BK)p14 · p14_r03
  • EL. 185.84elevation (AH)p14 · p14_r03
  • EL. 186.29elevation (BK)p14 · p14_r03
  • EL. 185.75elevation (AH)p14 · p14_r03
  • EL. 186.12elevation (BK)p14 · p14_r03
  • EL. 185.58elevation (AH)p14 · p14_r03
  • EL. 185.94elevation (BK)p14 · p14_r03
  • EL. 185.42elevation (AH)p14 · p14_r03
  • EL. 185.77elevation (BK)p14 · p14_r03
  • EL. 185.26elevation (AH)p14 · p14_r03
  • EL. 185.61elevation (BK)p14 · p14_r03
  • EL. 185.03elevation (AH)p14 · p14_r03
  • EL. 181.84elevationp14 · p14_r03
  • EL. 181.68elevationp14 · p14_r03
  • EL. 181.61elevationp14 · p14_r03
  • EL. 181.13elevationp14 · p14_r03
  • EL. 181.05elevationp14 · p14_r03
  • EL. 180.90elevationp14 · p14_r03
  • 8'-9"outer cap segment lengthp14 · p14_r03
  • 25'-0"center cap segment lengthp14 · p14_r03
  • 3½"horizontal dimensionp14 · p14_r03
  • 44-431 AT EQ. SPS.Cap reinforcingp15 · p15_r02 title block
  • 8-1132Cap reinforcingp15 · p15_r02 title block
  • 2-530Cap reinforcingp15 · p15_r02 title block
  • 8-1133Cap reinforcingp15 · p15_r02 title block
  • 4'-0" MIN.Cap depthp15 · p15_r02 title block
  • 25'-0"Cap length between indicated column regionsp15 · p15_r02 title block
  • 8'-9"End dimensionp15 · p15_r02 title block
  • EL. 185.79 (AH)Cap elevationp15 · p15_r02 title block
  • EL. 185.24 (BK)Cap elevationp15 · p15_r02 title block
  • EL. 185.98 (AH)Cap elevationp15 · p15_r02 title block
  • EL. 185.47 (BK)Cap elevationp15 · p15_r02 title block
  • EL. 186.14 (AH)Cap elevationp15 · p15_r02 title block
  • EL. 185.60 (BK)Cap elevationp15 · p15_r02 title block
  • EL. 186.30 (AH)Cap elevationp15 · p15_r02 title block
  • EL. 185.75 (BK)Cap elevationp15 · p15_r02 title block
  • EL. 186.46 (AH)Cap elevationp15 · p15_r02 title block
  • EL. 185.91 (BK)Cap elevationp15 · p15_r02 title block
  • EL. 186.58 (AH)Cap elevationp15 · p15_r02 title block
  • EL. 186.03 (BK)Cap elevationp15 · p15_r02 title block
  • EL. 186.60 (AH)Cap elevationp15 · p15_r02 title block
  • EL. 186.04 (BK)Cap elevationp15 · p15_r02 title block
  • EL. 186.49 (AH)Cap elevationp15 · p15_r02 title block
  • EL. 185.94 (BK)Cap elevationp15 · p15_r02 title block
  • EL. 186.35 (AH)Cap elevationp15 · p15_r02 title block
  • EL. 185.79 (BK)Cap elevationp15 · p15_r02 title block
  • EL. 186.20 (AH)Cap elevationp15 · p15_r02 title block
  • EL. 185.65 (BK)Cap elevationp15 · p15_r02 title block
  • EL. 186.06 (AH)Cap elevationp15 · p15_r02 title block
  • EL. 185.51 (BK)Cap elevationp15 · p15_r02 title block
  • EL. 185.88 (AH)Cap elevationp15 · p15_r02 title block
  • EL. 185.32 (BK)Cap elevationp15 · p15_r02 title block
  • EL. 181.26Cap underside elevationp15 · p15_r02 title block
  • EL. 181.11Cap underside elevationp15 · p15_r02 title block
  • EL. 181.34Cap underside elevationp15 · p15_r02 title block
  • EL. 181.80Cap underside elevationp15 · p15_r02 title block
  • EL. 181.88Cap underside elevationp15 · p15_r02 title block
  • EL. 182.03Cap underside elevationp15 · p15_r02 title block
  • EL. 182.04Cap underside elevationp15 · p15_r02 title block
  • EL. 181.90Cap underside elevationp15 · p15_r02 title block
  • EL. 181.83Cap underside elevationp15 · p15_r02 title block
  • EL. 181.41Cap underside elevationp15 · p15_r02 title block
  • EL. 181.34Cap underside elevationp15 · p15_r02 title block
  • EL. 181.20Cap underside elevationp15 · p15_r02 title block
  • 18+63.35stationp15 · p15_r01
  • 18+56.65stationp15 · p15_r01
  • 81°-20'-05.0"skew anglep15 · p15_r01
  • 81°-20'-05.0"skew anglep15 · p15_r01
  • 42'-6"overall bent-cap lengthp15 · p15_r01
  • 42'-6"overall bent-cap lengthp15 · p15_r01
  • 6'-0"end dimensionp15 · p15_r01
  • 7'-7½"beam spacingp15 · p15_r01
  • 6'-0"end dimensionp15 · p15_r01
  • 6'-0"end dimensionp15 · p15_r01
  • 7'-7½"beam spacingp15 · p15_r01
  • 6'-0"end dimensionp15 · p15_r01
  • 2'-3⅜"left end offsetp15 · p15_r01
  • 7'-7 1/16"beam centerline spacingp15 · p15_r01
  • 2'-3 5/16"right end offsetp15 · p15_r01
  • 2'-3 5/16"left end offsetp15 · p15_r01
  • 7'-7 1/16"beam centerline spacingp15 · p15_r01
  • 2'-3⅜"right end offsetp15 · p15_r01
  • 1'-9⅜"offset dimensionp15 · p15_r01
  • 1'-9⅜"offset dimensionp15 · p15_r01
  • 1'-2"vertical dimensionp15 · p15_r01
  • 2'-1½"vertical dimensionp15 · p15_r01
  • 4'-3"vertical dimensionp15 · p15_r01
  • 1'-2"vertical dimensionp15 · p15_r01
  • 2'-1½"vertical dimensionp15 · p15_r01
  • 1'-2"vertical dimensionp15 · p15_r01
  • 2'-1½"vertical dimensionp15 · p15_r01
  • 4'-3"vertical dimensionp15 · p15_r01
  • 1'-2"vertical dimensionp15 · p15_r01
  • 2'-1½"vertical dimensionp15 · p15_r01
  • 4'-3"overall cap widthp16 · p16_r01 section a a
  • 2'-1 1/2"CL BENT to left cap edgep16 · p16_r01 section a a
  • 2'-1 1/2"CL BENT to right cap edgep16 · p16_r01 section a a
  • 4'-0" MIN.minimum cap depthp16 · p16_r01 section a a
  • 9"bottom dimensionp16 · p16_r01 section a a
  • 4'-3"overall width at SECTION B-Bp16 · p16_r02
  • 2'-1½"centerline-to-centerline widthp16 · p16_r02
  • 2'-1½"centerline-to-centerline widthp16 · p16_r02
  • 11½"bearing offsetp16 · p16_r02
  • 1'-2"intermediate spacingp16 · p16_r02
  • 1'-2"intermediate spacingp16 · p16_r02
  • 11½"bearing offsetp16 · p16_r02
  • 4'-0" MIN.minimum depthp16 · p16_r02
  • 9"bottom cover/depth dimensionp16 · p16_r02
  • 5-422 OR 5-432reinforcement quantityp16 · p16_r02
  • 2-520 OR 2-530reinforcement quantityp16 · p16_r02
  • 8-I121 OR 8-I131reinforcement quantityp16 · p16_r02
  • 44-421 OR 44-431reinforcement quantityp16 · p16_r02
  • 8-I123 OR 8-I133reinforcement quantityp16 · p16_r02
  • 3'-0"horizontal cap dimensionp17 · p17_r05 2 0 min
  • 2'-0" MIN.minimum vertical cap dimensionp17 · p17_r05 2 0 min
  • 1'-6"dimensionp17 · p17_r01
  • 1'-6"dimensionp17 · p17_r01
  • 1'-6"dimensionp17 · p17_r01
  • 1'-6"dimensionp17 · p17_r01
  • 3'-0"dimensionp17 · p17_r01
  • 3'-0"dimensionp17 · p17_r01
  • 2'-9⅜"dimensionp17 · p17_r01
  • 2'-9⅜"dimensionp17 · p17_r01
  • 5'-4¾"dimensionp17 · p17_r01
  • 5'-4¾"dimensionp17 · p17_r01
  • 6'-10½"end offsetp17 · p17_r01
  • 6'-10⁹⁄₁₆"end offsetp17 · p17_r01
  • 44'-1¹⁄₁₆"overall widthp17 · p17_r01
  • 6'-10½"end offsetp17 · p17_r01
  • 6'-10⁹⁄₁₆"end offsetp17 · p17_r01
  • 44'-1¹⁄₁₆"overall widthp17 · p17_r01
  • 6'-0" MIN.minimum horizontal dimension from B.F.P.R. referencenot attributedp17 · p17_r05
  • 3'-0"horizontal cap dimensionp17 · p17_r05
  • 2'-0" MIN.minimum vertical cap dimensionp17 · p17_r05

Notes on the sheets that carry it

  • p7FENCE NOT SHOWN, TYP.
  • p7POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.
  • p7NOTE: BEARING PADS NOT SHOWN
  • p9DO NOT REMOVE EDGE BEAM FORMS (partial)
  • p13SEE DETAIL 1 BRIDGE SHEET 16
  • p13FORM 3" DIA. X 12" DEEP HOLE FOR 1 1/2" DIA. SMOOTH DOWEL, TYP.
  • p13SEE DETAIL 2 BRIDGE SHEET 16
  • p13BEGIN BRIDGE B.F.P.R. BENT 1 STA. 17+28.00
  • p14FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP.
  • 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)
  • p14FORM 3" DIA. X 12" DEEP HOLE FOR 1/2" DIA. SMOOTH DOWEL BAR, TYP.
  • 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.

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

Page 7

crop

p07_r06

page 7 · other_p07_r06
Original
p07_r06
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Top surface is shown with a 2% slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular longitudinal edge beam",
      "material": "",
      "count": 2,
      "note": "Outside edge beam callout is shown at the right side; typical."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-shaped",
      "material": "",
      "count": 6,
      "note": "Six girder sections are visible below the deck."
    },
    {
      "name": "concrete barrier",
      "tag": "",
      "shape": "tapered/trapezoidal",
      "material": "",
      "count": 2,
      "note": "One barrier is visible at each outside edge of the deck."
    },
    {
      "name": "cap beam",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Continuous support member is shown beneath the girder bearing locations."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown; called out as typical."
    },
    {
      "name": "bearing pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    }
  ],
  "measurements": [
    {
      "label": "deck/edge thickness",
      "value": "8\"",
      "unit": "",
      "appliesTo": "deck slab; TYP."
    },
    {
      "label": "spacing",
      "value": "8'-4\"",
      "unit": "",
      "appliesTo": "girder spacing; AT EQUAL SPACES"
    },
    {
      "label": "offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "left end of the 8'-4\" spacing dimension"
    },
    {
      "label": "offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "right end of the 8'-4\" spacing dimension"
    },
    {
      "label": "slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "I-509",
    "I-508",
    "I-802",
    "I-801",
    "2-800"
  ],
  "description": "This crop shows a transverse bridge cross section with a sloped deck slab supported by six I-shaped girders over a continuous stepped cap beam. Tapered barriers are shown at both deck edges, with a typical fence noted but not drawn; bearing pads are also noted as not shown."
}

p07_r06Cross Section

  • cap beam×1stepped rectangularContinuous support member is shown beneath the girder bearing locations.

8" deck/edge thickness8'-4" spacing2" offset2" offset2% slope

Page 9

crop

p09_r06 face of beam typ

page 9 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p09_r06_face_of_beam_typ
Original
p09_r06 face of beam typ
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "bridge deck slab",
      "tag": "",
      "shape": "continuous sloped slab",
      "material": "",
      "count": 1,
      "note": "Shown spanning across the girders; 2% slope is indicated."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 5,
      "note": "Five girder cross sections are visible below the deck."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 2,
      "note": "Exterior beams at each side; note directs edge beam pour flush with outside face of beam."
    },
    {
      "name": "barrier wall",
      "tag": "",
      "shape": "tapered vertical wall",
      "material": "",
      "count": 2,
      "note": "One at each outside deck edge; the left wall is partially cropped."
    },
    {
      "name": "support cap",
      "tag": "",
      "shape": "stepped rectangular cap",
      "material": "",
      "count": 1,
      "note": "Continuous support below the girder bearing locations; only the upper portion is shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-508",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to an upper internal longitudinal line in a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-509",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to an upper internal longitudinal line in a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-802",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to a lower internal longitudinal line in a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-801",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to a lower internal longitudinal line in a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to the deck region."
    }
  ],
  "measurements": [
    {
      "label": "end distance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "deck reinforcement callout"
    },
    {
      "label": "reinforcement callout at equal spaces",
      "value": "8-404",
      "unit": "",
      "appliesTo": "deck reinforcement"
    },
    {
      "label": "end distance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "deck reinforcement callout"
    },
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "bridge deck slab"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS (partial)"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "AT EQUAL SPACES"
  ],
  "description": "This crop is a transverse cross section through a bridge superstructure carrying SR 21 WB at the profile grade line. It shows a sloped deck supported on five I-girders over a continuous support cap, with exterior barrier walls and notes regarding fence, bearing pads, and edge-beam placement."
}

p09_r06 face of beam typCross Section

  • support cap×1stepped rectangular capContinuous support below the girder bearing locations; only the upper portion is shown.

2" end distance8-404 reinforcement callout at equal spaces2" end distance2% deck cross slope

Page 13

crop

p13_r01 title block

page 13 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p13_r01_title_block
Original
p13_r01 title block
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 1",
      "shape": "long rectangular with rounded ends",
      "material": "",
      "count": 2,
      "note": "Shown as PLAN (BENT RIGHT) and PLAN (BENT LEFT)."
    },
    {
      "name": "beam centerline",
      "tag": "C BEAM 1 through C BEAM 12",
      "shape": "line",
      "material": "",
      "count": 12,
      "note": "Beam centerlines are labeled C BEAM 1–6 at the left plan and C BEAM 7–12 at the right plan."
    },
    {
      "name": "formed dowel hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "At the rounded cap ends; called out as typical."
    }
  ],
  "measurements": [
    {
      "label": "Dowel-hole diameter",
      "value": "3",
      "unit": "in.",
      "appliesTo": "formed dowel hole"
    },
    {
      "label": "Dowel-hole depth",
      "value": "12",
      "unit": "in.",
      "appliesTo": "formed dowel hole"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2",
      "unit": "in.",
      "appliesTo": "formed dowel hole"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Station",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1"
    },
    {
      "label": "Station",
      "value": "17+28.00",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1"
    },
    {
      "label": "Dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Dimension",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Typical dimension",
      "value": "2'-3/4\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "End dimension",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "C BEAM centerlines"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "C BEAM centerlines"
    },
    {
      "label": "End dimension",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "End dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Overall dimension",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "End width dimension",
      "value": "4'-0 7/16\"",
      "unit": "",
      "appliesTo": "BENT 1"
    }
  ],
  "notes": [
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 2 BRIDGE SHEET 16",
    "BEGIN BRIDGE B.F.P.R. BENT 1 STA. 17+28.00"
  ],
  "labels": [
    "PLAN",
    "(BENT RIGHT)",
    "PLAN",
    "(BENT LEFT)",
    "AHEAD",
    "SR 21 EB - PGL",
    "SR 21 WB - PGL",
    "C BRG.",
    "B.F.P.R."
  ],
  "description": "The crop shows two plan views of BENT 1, identified as BENT RIGHT and BENT LEFT, with a long rounded-end cap layout and beam centerlines. It documents beam locations, cap dimensions, skew geometry, bridge reference lines, and typical formed holes for smooth dowels."
}

p13_r01 title blockPlan

  • bent capBENT 1×2long rectangular with rounded endsShown as PLAN (BENT RIGHT) and PLAN (BENT LEFT).

3 in. Dowel-hole diameter12 in. Dowel-hole depth1 1/2 in. Smooth dowel diameter81°-20'-05.0" Skew angle17+19.65 Station17+28.00 Station22'-0" Dimension1'-6" Dimension+11 more

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

  • capCAP×1rectangular with chamfered corners

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_r05

page 13 · other_p13_r05
Original
p13_r05
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": "Labeled \"CAP\"."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "parallel-line vertical members",
      "material": "",
      "count": 2,
      "note": "Extend below cap; lower portions are cut off by the crop."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall",
      "material": "",
      "count": 1,
      "note": "Shown at right; lower portion is cut off by the crop."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal dimension",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "minimum vertical dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "cap"
    }
  ],
  "notes": [],
  "labels": [
    "B.F.P.R.",
    "CAP",
    "CON... (partial)",
    "FRONT OF WAL... (partial)",
    "SECTION AT END BENT AND WALL"
  ],
  "description": "This crop shows a section at an end bent and wall. A capped pair of vertical pile members is shown at left, with a connecting profile extending toward a vertical wall at right; portions of the wall and pile lengths are outside the crop."
}

p13_r05Section

  • cap×1rectangular with chamfered cornersLabeled "CAP".

6'-0" MIN. minimum horizontal dimension3'-0" horizontal dimension2'-0" MIN. minimum vertical dimension

Page 14

crop

p14_r01 plan

page 14 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p14_r01_plan
Original
p14_r01 plan
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 2 LEFT; BENT 2 RIGHT",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two separate plan views are shown, one for the left and one for the right."
    },
    {
      "name": "bearing",
      "tag": "℄ BEARING",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Bearing centerlines are indicated; six are visible in each bent plan."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1–6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by beam centerlines only in the BENT 2 LEFT plan."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 7–12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by beam centerlines only in the BENT 2 RIGHT plan."
    },
    {
      "name": "dowel-bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Called out as formed holes for smooth dowel bars, typ.; one callout location is visible in each plan."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Specified by the formed-hole callout; quantity is not stated."
    }
  ],
  "measurements": [
    {
      "label": "roadway/alignment angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "roadway/alignment angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "roadway/alignment angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "roadway/alignment angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "bent cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "bent cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "dimension along SR 21",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "dimension along SR 21",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "dimension at dowel-bar-hole callout",
      "value": "9-3/8\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "dimension at dowel-bar-hole callout",
      "value": "9-3/8\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end vertical dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "bent cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end vertical dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end vertical dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "bent cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end vertical dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "formed hole diameter",
      "value": "3\"",
      "unit": "DIA.",
      "appliesTo": "dowel-bar hole"
    },
    {
      "label": "formed hole depth",
      "value": "12\"",
      "unit": "DEEP",
      "appliesTo": "dowel-bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "DIA.",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "station",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "station",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP.",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "STA. 17+81.35",
    "SR 21 EB = PGL",
    "STA. 17+74.65",
    "PLAN"
  ],
  "description": "The crop contains two plan views of BENT 2, identified as BENT 2 LEFT and BENT 2 RIGHT. Each view shows a rectangular bent cap with six beam centerlines and bearing centerlines, skewed relative to the SR 21 PGL alignment. Formed holes for smooth dowel bars are called out at the bent-cap end locations."
}

p14_r01 planPlan

  • bent capBENT 2 LEFT; BENT 2 RIGHT×2rectangularTwo separate plan views are shown, one for the left and one for the right.

81°-20'-05.0" roadway/alignment angle81°-20'-05.0" roadway/alignment angle81°-20'-05.0" roadway/alignment angle81°-20'-05.0" roadway/alignment angle42'-6" bent cap length42'-6" bent cap length22'-0" dimension along SR 2122'-0" dimension along SR 21+33 more

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

  • bent cap×1rectangularLong cap shown across Columns 1 and 2; end portions continue/crop at both sides.

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

  • bent cap×1tapered rectangularreinforced concreteContinuous cap shown across Columns 3 and 4.

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_r01

page 14 · other_p14_r01
Original
p14_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "C BENT",
      "shape": "rectangular, skewed in plan",
      "material": "",
      "count": 2,
      "note": "Shown as BENT 2 LEFT and BENT 2 RIGHT."
    },
    {
      "name": "beam centerline",
      "tag": "C BEAM 1–6",
      "shape": "line",
      "material": "",
      "count": 6,
      "note": "Visible beneath BENT 2 LEFT."
    },
    {
      "name": "beam centerline",
      "tag": "C BEAM 7–12",
      "shape": "line",
      "material": "",
      "count": 6,
      "note": "Visible beneath BENT 2 RIGHT."
    },
    {
      "name": "bearing centerline",
      "tag": "C BEARING",
      "shape": "line",
      "material": "",
      "count": 2,
      "note": "One centerline shown through each bent cap."
    },
    {
      "name": "smooth dowel bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Called out as formed for 1/2 in. diameter smooth dowel bar; one circular hole symbol is visible at each bent cap."
    }
  ],
  "measurements": [
    {
      "label": "roadway segment length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "roadway segment length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "SR 21"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "station",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "station",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "overall bent cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "overall bent cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end dimension",
      "value": "2'-3⅜\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end dimension",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end segment length",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end segment length",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "offset dimension",
      "value": "1'-9 3/8\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "offset dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "offset dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "overall width dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "offset dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "offset dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "overall width dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1/2\" DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "C SR 21",
    "SR 21 EB = PGL",
    "STA. 17+81.35",
    "STA. 17+74.65",
    "PLAN",
    "BENT 2 LEFT",
    "BENT 2 RIGHT"
  ],
  "description": "This crop contains two plan views of Bent 2, identified as BENT 2 LEFT and BENT 2 RIGHT, on skewed SR 21 alignments. Each view shows a rectangular bent cap, bearing centerline, beam centerlines and dimension chains for the six beams at that side of the bent."
}

p14_r01Plan

  • bent capC BENT×2rectangular, skewed in planShown as BENT 2 LEFT and BENT 2 RIGHT.

22'-0" roadway segment length22'-0" roadway segment length81°-20'-05.0" skew angle81°-20'-05.0" skew angle81°-20'-05.0" skew angle17+81.35 station17+74.65 station42'-6" overall bent cap length+19 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

  • bent cap×1rectangularTop member shown over Columns 1 and 2; right end continues into partial adjacent view.

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

  • bent cap×1rectangular, stepped top profileCap is shown spanning between Column 3 and Column 4.

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

  • Bent capBENT 3 LEFT / BENT 3 RIGHT×2rectangularShown in plan and elevation.

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_r01

page 15 · other_p15_r01
Original
p15_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown as separate left and right plan portions."
    },
    {
      "name": "beam centerline",
      "tag": "C BEAM 1–C BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Six beam centerlines are shown in each bent portion."
    },
    {
      "name": "bearing centerline",
      "tag": "C BEARING",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Centerline callout shown; individual bearings are not distinctly detailed."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Called out as typical in formed holes."
    }
  ],
  "measurements": [
    {
      "label": "station",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "station",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "roadway alignment length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "roadway alignment length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT, TYP."
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT, TYP."
    },
    {
      "label": "overall bent-cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "overall bent-cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7½\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7½\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "left end offset",
      "value": "2'-3⅜\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "right end offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "left end offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "right end offset",
      "value": "2'-3⅜\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "offset dimension",
      "value": "1'-9⅜\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "offset dimension",
      "value": "1'-9⅜\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "vertical dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "dowel-bar diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1/2\" DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SR 21 EB = PGL",
    "PLAN",
    "BENT 3 LEFT",
    "BENT 3 RIGHT",
    "STA. 18+63.35",
    "STA. 18+56.65",
    "P.I. NO. 001981",
    "GDOT"
  ],
  "description": "The crop contains plan views of BENT 3, shown as BENT 3 LEFT and BENT 3 RIGHT. Each portion shows a rectangular bent-cap layout with six beam centerlines, bearing-centerline callouts, skew geometry, stationing, and typical smooth-dowel-bar hole requirements."
}

p15_r01Plan

  • bent capBENT 3×2rectangularShown as separate left and right plan portions.

18+63.35 station18+56.65 station22'-0" roadway alignment length22'-0" roadway alignment length81°-20'-05.0" skew angle81°-20'-05.0" skew angle81°-20'-05.0" skew angle81°-20'-05.0" skew angle+29 more

crop

p15_r02

page 15 · other_p15_r02
Original
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

  • Bent capBENT 3 LEFT×1rectangularreinforced concreteShown in plan and elevation at left.
  • Bent capBENT 3 RIGHT×1rectangularreinforced concreteShown in plan and elevation at right.

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_r01 section a a

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

p16_r01 section a aSection

  • bent cap×1stepped rectangularreinforced concreteSectioned cap at bearing locations.

4'-3" overall cap width2'-1 1/2" CL BENT to left cap edge2'-1 1/2" CL BENT to right cap edge11 1/2" left cap edge to CL BRNG.1'-2" left CL BRNG. to CL BENT1'-2" CL BENT to right CL BRNG.11 1/2" right CL BRNG. to cap edge4'-0" MIN. minimum cap depth+9 more

crop

p16_r02

page 16 · other_p16_r02
Original
p16_r02
{
  "view": "Detail",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in SECTION B-B with bearing and bent centerlines."
    },
    {
      "name": "footing",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in FOOTING PLAN - BENT 3."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section symbol",
      "material": "",
      "count": 6,
      "note": "Six pile symbols are visible in the footing plan."
    },
    {
      "name": "reinforcement bar",
      "tag": "520 OR 530",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 2-520 OR 2-530."
    },
    {
      "name": "reinforcement bar",
      "tag": "I121 OR I131",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 8-I121 OR 8-I131."
    },
    {
      "name": "reinforcement bar",
      "tag": "421 OR 431",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 44-421 OR 44-431."
    },
    {
      "name": "reinforcement bar",
      "tag": "422 OR 432",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 5-422 OR 5-432 EACH FACE."
    },
    {
      "name": "reinforcement bar",
      "tag": "521 OR 531",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "522 OR 532",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "I123 OR I133",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 8-I123 OR 8-I133."
    }
  ],
  "measurements": [
    {
      "label": "overall width at SECTION B-B",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "centerline-to-centerline width",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "centerline-to-centerline width",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing offset",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "intermediate spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "intermediate spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing offset",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bottom cover/depth dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "5-422 OR 5-432",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-520 OR 2-530",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-I121 OR 8-I131",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "44-421 OR 44-431",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-I123 OR 8-I133",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "footing overall width",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "footing overall length",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "footing edge offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "footing edge offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile row edge offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile row spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile row spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile row edge offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "drawing 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",
    "SCALE: 3/8\" = 1'-0\"",
    "℄ BRNG.",
    "℄ BENT",
    "AHEAD",
    "℄ PILE",
    "℄ BENT 2",
    "℄ BENT 3",
    "℄ COLUMN",
    "2"
  ],
  "description": "The crop shows SECTION B-B through a rectangular reinforced concrete bent-cap element, including reinforcement callouts, bearing centerlines, and bent centerline. Below it is the footing plan for Bent 3, showing a 13'-0\" by 13'-0\" rectangular footing, six pile symbols, pile layout dimensions, bent centerlines, and the column centerline."
}

p16_r02Detail

  • bent cap×1rectangularreinforced concreteShown in SECTION B-B with bearing and bent centerlines.

4'-3" overall width at SECTION B-B2'-1½" centerline-to-centerline width2'-1½" centerline-to-centerline width11½" bearing offset1'-2" intermediate spacing1'-2" intermediate spacing11½" bearing offset4'-0" MIN. minimum depth+17 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

  • capCAP×1rectangular with chamfered corners

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_r01

page 17 · other_p17_r01
Original
p17_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 4 LEFT",
      "shape": "rectangular with tapered end returns",
      "material": "",
      "count": 1,
      "note": "Shown in plan with six beam centerlines."
    },
    {
      "name": "bent cap",
      "tag": "BENT 4 RIGHT",
      "shape": "rectangular with tapered end returns",
      "material": "",
      "count": 1,
      "note": "Shown in plan with six beam centerlines."
    },
    {
      "name": "beam centerline locations",
      "tag": "BEAM 1–6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Centerlines only are shown in the left bent plan."
    },
    {
      "name": "beam centerline locations",
      "tag": "BEAM 7–12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Centerlines only are shown in the right bent plan."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Callout identifies a typical 1½ in. diameter dowel in a formed hole."
    }
  ],
  "measurements": [
    {
      "label": "dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel hole"
    },
    {
      "label": "dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel hole"
    },
    {
      "label": "smooth dowel diameter",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT; TYP."
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT; TYP."
    },
    {
      "label": "longitudinal dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "left side of center bridge reference"
    },
    {
      "label": "longitudinal dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "right side of center bridge reference"
    },
    {
      "label": "station",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "END BRIDGE B.F.P.R. BENT 4"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "dimension",
      "value": "2¾\"",
      "unit": "",
      "appliesTo": "BENT 4; TYP."
    },
    {
      "label": "dimension",
      "value": "2'-9⅜\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "dimension",
      "value": "2'-9⅜\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "end offset",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT; two printed occurrences"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7¹⁄₁₆\"",
      "unit": "",
      "appliesTo": "BEAM 1–6; five printed occurrences"
    },
    {
      "label": "end offset",
      "value": "6'-10½\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT; four printed occurrences"
    },
    {
      "label": "end offset",
      "value": "6'-10⁹⁄₁₆\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "overall width",
      "value": "44'-1¹⁄₁₆\"",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "end offset",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT; two printed occurrences"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7¹⁄₁₆\"",
      "unit": "",
      "appliesTo": "BEAM 7–12; five printed occurrences"
    },
    {
      "label": "end offset",
      "value": "6'-10½\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT; four printed occurrences"
    },
    {
      "label": "end offset",
      "value": "6'-10⁹⁄₁₆\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "overall width",
      "value": "44'-1¹⁄₁₆\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "SEE DETAIL 4 BRIDGE SHEET 16"
  ],
  "labels": [
    "B.F.P.R.",
    "SR 21 WB = PGL",
    "SR 21 EB = PGL",
    "℄ SR 21",
    "℄ BRG.",
    "END BRIDGE B.F.P.R. BENT 4",
    "PLAN",
    "(BENT 4 LEFT)",
    "(BENT 4 RIGHT)"
  ],
  "description": "This crop shows plan views of Bent 4, divided into BENT 4 LEFT and BENT 4 RIGHT. Each plan shows a skewed bent-cap outline, beam centerline locations for twelve total beams, dimensions, roadway PGL references, and typical smooth-dowel hole callouts."
}

p17_r01Plan

  • bent capBENT 4 LEFT×1rectangular with tapered end returnsShown in plan with six beam centerlines.
  • bent capBENT 4 RIGHT×1rectangular with tapered end returnsShown in plan with six beam centerlines.

3" dowel hole diameter12" dowel hole depth1½" smooth dowel diameter81°-20'-05.0" skew angle81°-20'-05.0" skew angle22'-0" longitudinal dimension22'-0" longitudinal dimension19+18.35 station+24 more

crop

p17_r05

page 17 · other_p17_r05
Original
p17_r05
{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two vertical pile elements are shown below the cap; lower portions are broken off."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Wall is partially shown at right; callout reads partial \"FRONT OF WAL\"."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal dimension from B.F.P.R. reference",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "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.",
    "CAP",
    "CON",
    "FRONT OF WAL",
    "SECTION AT END BENT AND WALL"
  ],
  "description": "This crop shows a partial section at an end bent and wall. A cap supported by two piles is shown at left, with a partially visible wall and intervening sloping profile at right; the full right-side callouts and lower portions are cropped."
}

p17_r05Section

  • cap×1rectangular with chamfered cornersLabeled CAP.

6'-0" MIN. minimum horizontal dimension from B.F.P.R. reference3'-0" horizontal cap dimension2'-0" MIN. minimum vertical cap dimension