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Bearing

5 pages · 7 crops · ×29 · superstructure

Matched toBridge Bearing Systembridge.superstructure.bearing_systemon “bearing”

This class asks for no measurements, so there is no take-off to do against it.

How the sheets named it

expansion bearingfixed bearingEXP.FIX℄ BEARING

Every dimension read for it4

  • 11 1/2"left cap edge to CL BRNG.p16 · p16_r01 section a a
  • 1'-2"left CL BRNG. to CL BENTp16 · p16_r01 section a a
  • 1'-2"CL BENT to right CL BRNG.p16 · p16_r01 section a a
  • 11 1/2"right CL BRNG. to cap edgep16 · p16_r01 section a a

Notes on the sheets that carry it

  • p1CHAIN LINK WIRE FENCE, TYP.
  • p1FRONT FACE OF WALL NO. 1
  • p1FRONT FACE OF WALL NO. 2
  • p1EL. 151.00, TYP.
  • p1APPROXIMATE EXISTING GROUNDLINE
  • p1FUTURE GROUNDLINE
  • p8REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
  • p8NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN
  • p8FENCE NOTES:
  • p81. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.
  • p82. CAST 4" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.
  • p83. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4" DIA. GALVANIZED SLEEVES.
  • p84. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.
  • p85. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14".
  • p86. SPACE POSTS AT A MINIMUM OF 7'-0" AND A MAXIMUM OF 10'-0". PLACE POSTS 1'-0" MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.
  • p87. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.
  • p8WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS
  • p8SLAB REINFORCEMENT NOT SHOWN
  • p8BEARING NOT SHOWN
  • p114. AT ℄ BEARING, FORM A 1¾” DIAMETER X 7” DEEP HOLE AT THE FIXED ENDS AND A 4” X 1¾” X 7” DEEP SLOT AT THE EXPANSION ENDS FOR A 1½” DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.
  • p11MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED
  • p11ΔNC = 1/4"
  • p11ΔC = 1/8"
  • p11℄ 2" DIAMETER HOLE FOR DIAPHRAGM BAR
  • p11OMIT HOLE AT BEAMS 6 AND 12
  • p11OMIT HOLE AT BEAMS 1 AND 7
  • p11ALL DIMENSIONS ARE ALONG ℄ BEAM
  • p14FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP.
  • p162" MIN. CL., TYP.
  • p165-#22 OR 5-#32 EACH FACE
  • p162" CL. 3 SIDES

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

Page 1

crop

p01_r07 plan

page 1 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p01_r07_plan
Original
p01_r07 plan
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge superstructure",
      "tag": "",
      "shape": "continuous horizontal deck/girder profile",
      "material": "",
      "count": 1,
      "note": "Three-span bridge shown in elevation."
    },
    {
      "name": "bent",
      "tag": "B.F.P.R. BENT 1",
      "shape": "vertical end support",
      "material": "",
      "count": 1,
      "note": "Located at left bridge end; adjacent callout identifies FRONT FACE OF WALL NO. 1."
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "rectangular column with rectangular cap and pile-supported footing",
      "material": "",
      "count": 1,
      "note": "Interior bent with two visible vertical columns and four visible piles."
    },
    {
      "name": "bent",
      "tag": "BENT 3",
      "shape": "rectangular column with rectangular cap and pile-supported footing",
      "material": "",
      "count": 1,
      "note": "Interior bent with two visible vertical columns and four visible piles."
    },
    {
      "name": "bent",
      "tag": "B.F.P.R. BENT 4",
      "shape": "vertical end support",
      "material": "",
      "count": 1,
      "note": "Located at right bridge end; adjacent callout identifies FRONT FACE OF WALL NO. 2."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 1",
      "shape": "vertical rectangular wall face",
      "material": "",
      "count": 1,
      "note": "Only the front face is indicated."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 2",
      "shape": "vertical rectangular wall face",
      "material": "",
      "count": 1,
      "note": "Only the front face is indicated."
    },
    {
      "name": "bearing",
      "tag": "EXP.",
      "shape": "bearing symbol",
      "material": "",
      "count": 4,
      "note": "Four visible locations labeled EXP."
    },
    {
      "name": "bearing",
      "tag": "FIX",
      "shape": "bearing symbol",
      "material": "",
      "count": 2,
      "note": "Two visible locations labeled FIX."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "fence panels",
      "material": "chain link wire",
      "count": 3,
      "note": "Shown along the bridge deck; labeled TYP."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical slender pile",
      "material": "",
      "count": 8,
      "note": "Four visible below each of BENT 2 and BENT 3 footings."
    },
    {
      "name": "existing track",
      "tag": "",
      "shape": "vertical dashed alignment lines",
      "material": "",
      "count": 1,
      "note": "Center alignment is shown beneath the bridge."
    },
    {
      "name": "future track",
      "tag": "",
      "shape": "vertical dashed alignment lines",
      "material": "",
      "count": 1,
      "note": "Shown to the right of the existing track."
    }
  ],
  "measurements": [
    {
      "label": "TOTAL LENGTH OF BRIDGE",
      "value": "192’-0” ***",
      "unit": "ft-in",
      "appliesTo": "bridge superstructure"
    },
    {
      "label": "span length",
      "value": "55’-0” ***",
      "unit": "ft-in",
      "appliesTo": "B.F.P.R. BENT 1 to BENT 2"
    },
    {
      "label": "span length",
      "value": "82’-0” ***",
      "unit": "ft-in",
      "appliesTo": "BENT 2 to BENT 3"
    },
    {
      "label": "span length",
      "value": "55’-0” ***",
      "unit": "ft-in",
      "appliesTo": "BENT 3 to B.F.P.R. BENT 4"
    },
    {
      "label": "elevation",
      "value": "151.00",
      "unit": "",
      "appliesTo": "future groundline"
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "EL. 151.00, TYP.",
    "APPROXIMATE EXISTING GROUNDLINE",
    "FUTURE GROUNDLINE"
  ],
  "labels": [
    "PLAN",
    "PGL",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK"
  ],
  "description": "This crop shows an elevation of a three-span bridge, with end bents at B.F.P.R. BENT 1 and B.F.P.R. BENT 4 and interior pile-supported BENT 2 and BENT 3. It documents the bridge length and span dimensions, deck-mounted chain link wire fence, bearing designations, wall-face callouts, and existing/future track and groundline references."
}

p01_r07 planElevation

  • bearingEXP.×4bearing symbolFour visible locations labeled EXP.
  • bearingFIX×2bearing symbolTwo visible locations labeled FIX.

192’-0” *** ft-in TOTAL LENGTH OF BRIDGE55’-0” *** ft-in span length82’-0” *** ft-in span length55’-0” *** ft-in span length151.00 elevation

crop

p01_r07

page 1 · other_p01_r07
Original
p01_r07
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge deck/superstructure",
      "tag": "",
      "shape": "continuous rectangular longitudinal member",
      "material": "",
      "count": 1,
      "note": "Shown across the full bridge length."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular fenced panels",
      "material": "",
      "count": 3,
      "note": "Called out as typical."
    },
    {
      "name": "end bent / wall",
      "tag": "B.F.P.R. BENT 1",
      "shape": "vertical rectangular wall",
      "material": "",
      "count": 1,
      "note": "Front face identified as Wall No. 1."
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "two-column bent with rectangular pile cap",
      "material": "",
      "count": 1,
      "note": "Three piles are visible below the pile cap."
    },
    {
      "name": "bent",
      "tag": "BENT 3",
      "shape": "two-column bent with rectangular pile cap",
      "material": "",
      "count": 1,
      "note": "Three piles are visible below the pile cap."
    },
    {
      "name": "end bent / wall",
      "tag": "B.F.P.R. BENT 4",
      "shape": "vertical rectangular wall",
      "material": "",
      "count": 1,
      "note": "Front face identified as Wall No. 2."
    },
    {
      "name": "bent columns",
      "tag": "",
      "shape": "rectangular vertical columns",
      "material": "",
      "count": 4,
      "note": "Two columns are shown at each of BENT 2 and BENT 3."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One shown at each interior bent."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical slender member",
      "material": "",
      "count": 6,
      "note": "Three visible below each interior-bent pile cap."
    },
    {
      "name": "fixed bearing",
      "tag": "FIX",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown at BENT 2."
    },
    {
      "name": "expansion bearing",
      "tag": "EXP.",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Shown at the end bents and BENT 3."
    }
  ],
  "measurements": [
    {
      "label": "TOTAL LENGTH OF BRIDGE",
      "value": "192’-0” ***",
      "unit": "ft-in",
      "appliesTo": "bridge deck/superstructure"
    },
    {
      "label": "span length",
      "value": "55’-0” ***",
      "unit": "ft-in",
      "appliesTo": "between B.F.P.R. BENT 1 and BENT 2"
    },
    {
      "label": "span length",
      "value": "82’-0” ***",
      "unit": "ft-in",
      "appliesTo": "between BENT 2 and BENT 3"
    },
    {
      "label": "span length",
      "value": "55’-0” ***",
      "unit": "ft-in",
      "appliesTo": "between BENT 3 and B.F.P.R. BENT 4"
    },
    {
      "label": "elevation",
      "value": "151.00",
      "unit": "",
      "appliesTo": "EL. 151.00, TYP."
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO.1",
    "FRONT FACE OF WALL NO.2",
    "EL. 151.00, TYP.",
    "APPROXIMATE EXISTING GROUNDLINE",
    "FUTURE GROUNDLINE"
  ],
  "labels": [
    "PLAN",
    "PGL",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK"
  ],
  "description": "This crop shows an elevation of a three-span bridge, with end bents/walls at B.F.P.R. BENT 1 and B.F.P.R. BENT 4 and interior pile-supported BENT 2 and BENT 3. Chain link wire fence is shown along portions of the deck, with future and approximate existing groundlines and track/access-road centerlines below."
}

p01_r07Elevation

  • fixed bearingFIX×2Shown at BENT 2.
  • expansion bearingEXP.×4Shown at the end bents and BENT 3.

192’-0” *** ft-in TOTAL LENGTH OF BRIDGE55’-0” *** ft-in span length82’-0” *** ft-in span length55’-0” *** ft-in span length151.00 elevation

Page 8

crop

p08_r01 for further details see georgia dot spec

page 8 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p08_r01_for_further_details_see_georgia_dot_spec
Original
p08_r01 for further details see georgia dot spec
{
  "view": "Detail",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown in section through endwall; 3'-0\" endwall at left and 1'-6\" endwall at intermediate location are called out."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped",
      "material": "",
      "count": 1,
      "note": "Shown with 2% slope and required construction joint parallel with deck."
    },
    {
      "name": "prestressed concrete beams",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": null,
      "note": "Multiple beam sections are visible beneath deck; bars 401, 504 series, 505, and 506 series are noted as not shown."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "strip",
      "material": "",
      "count": null,
      "note": "Called out at endwalls and at bearing/endwall locations."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "strip",
      "material": "foam",
      "count": null,
      "note": "Called out around pad, typical."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Shown supporting fence and in endwall section."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Bearing not shown."
    },
    {
      "name": "zinc coated chain link security fence",
      "tag": "",
      "shape": "mesh panel",
      "material": "zinc coated",
      "count": 1,
      "note": "Fence detail includes posts, rails, tension bars, and truss bracing."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": null,
      "note": "Includes 2 7/8\" pull post and post vertical."
    },
    {
      "name": "fence rail",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": null,
      "note": "1 5/8\" diameter pipe is called out."
    },
    {
      "name": "truss bracing",
      "tag": "",
      "shape": "diagonal pipe",
      "material": "zinc coated",
      "count": null,
      "note": "At end or pull post."
    },
    {
      "name": "pipe sleeve",
      "tag": "",
      "shape": "circular",
      "material": "galvanized",
      "count": null,
      "note": "4\" diameter standard-weight pipe sleeve is shown in barrier detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "900A",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callout: 4-900A."
    },
    {
      "name": "reinforcement bar",
      "tag": "900B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callout: 4-900B."
    },
    {
      "name": "reinforcement bar",
      "tag": "401",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callout: 4-401."
    },
    {
      "name": "reinforcement bar",
      "tag": "504A",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout: 2-504A AT END OF BEAM."
    },
    {
      "name": "reinforcement bar",
      "tag": "504B",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Callout: 8-504B AT 12\" ± BETWEEN BEAMS."
    },
    {
      "name": "reinforcement bar",
      "tag": "505",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Callout: 1-505."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout text is partial at right crop edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 506B AT 18\" ±, ALT. TO GIVE 9\" SP."
    }
  ],
  "measurements": [
    {
      "label": "horizontal offset",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "6'-8\"",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal offset",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "vertical dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gap, minimum",
      "value": "1\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "endwall length",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "endwall length",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "foam joint filler thickness",
      "value": "1\"",
      "unit": "",
      "appliesTo": "preformed foam joint filler"
    },
    {
      "label": "fence gauge",
      "value": "9",
      "unit": "GAGE",
      "appliesTo": "chain link fence"
    },
    {
      "label": "fence mesh size",
      "value": "TWO INCH",
      "unit": "",
      "appliesTo": "chain link fence"
    },
    {
      "label": "sleeve diameter",
      "value": "4\"",
      "unit": "DIA.",
      "appliesTo": "galvanized sleeve"
    },
    {
      "label": "post fastening interval maximum",
      "value": "14\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "post spacing minimum",
      "value": "7'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "post spacing maximum",
      "value": "10'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "post distance from barrier joint minimum",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "tension bar spacing maximum",
      "value": "12\"",
      "unit": "O.C. MAX.",
      "appliesTo": "tension bars"
    },
    {
      "label": "pull post diameter",
      "value": "2 7/8\"",
      "unit": "",
      "appliesTo": "pull post"
    },
    {
      "label": "rail pipe diameter",
      "value": "1 5/8\"",
      "unit": "DIA.",
      "appliesTo": "zinc coated pipe"
    },
    {
      "label": "post pipe diameter",
      "value": "2 7/8\"",
      "unit": "DIA.",
      "appliesTo": "post vertical"
    },
    {
      "label": "fence offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "end post"
    },
    {
      "label": "fence offset",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "fence"
    },
    {
      "label": "fence height",
      "value": "5'-1\"",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "fence height",
      "value": "4'-7\"",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "fence height",
      "value": "10'-4\"",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "top bend radius",
      "value": "2'-6\"",
      "unit": "R",
      "appliesTo": "fence detail"
    },
    {
      "label": "bend angle",
      "value": "45°",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "horizontal dimension",
      "value": "10 1/4\"",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "fence height",
      "value": "7'-0\"",
      "unit": "",
      "appliesTo": "zinc coated fence"
    },
    {
      "label": "pipe sleeve diameter",
      "value": "4\"",
      "unit": "DIA.",
      "appliesTo": "standard-weight pipe sleeve"
    },
    {
      "label": "embedment dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "barrier height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "horizontal dimension",
      "value": "12\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "corner radius",
      "value": "1/4\"",
      "unit": "R",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "10\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "clearance minimum",
      "value": "3 1/2\"",
      "unit": "MIN. CL.",
      "appliesTo": "section at endwall"
    },
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "CL.",
      "appliesTo": "section at endwall"
    },
    {
      "label": "reinforcement spacing",
      "value": "18\" ±",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "alternate reinforcement spacing",
      "value": "9\"",
      "unit": "SP.",
      "appliesTo": "506B"
    },
    {
      "label": "reinforcement spacing",
      "value": "12\" ±",
      "unit": "",
      "appliesTo": "504B"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "section at endwall"
    }
  ],
  "notes": [
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN",
    "FENCE NOTES:",
    "1. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.",
    "2. CAST 4\" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.",
    "3. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4\" DIA. GALVANIZED SLEEVES.",
    "4. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.",
    "5. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14\".",
    "6. SPACE POSTS AT A MINIMUM OF 7'-0\" AND A MAXIMUM OF 10'-0\". PLACE POSTS 1'-0\" MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.",
    "7. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "SLAB REINFORCEMENT NOT SHOWN",
    "BEARING NOT SHOWN"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU ENDWALL",
    "(LOOKING AHEAD, LEFT BRIDGE SHOWN, RIGHT BRIDGE SIMILAR)",
    "ZINC COATED FENCE",
    "TENSION BAR",
    "TENSION BAR ZINC COATED",
    "TRUSS BRACING AT END OR PULL POST",
    "POST VERT. ZINC COATED",
    "END POST",
    "CONST. JOINT",
    "SLAB",
    "SECTION AT ENDWALL",
    "END BENT 1 SHOWN",
    "END BENT A1 SIMILAR",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop contains a section through the bridge endwall, showing the deck, beam ends, endwalls, joints, and reinforcement callouts. It also includes fence notes, a zinc-coated chain link fence and barrier detail, and a separate endwall section with barrier, bearing, joint filler, waterproofing, and reinforcement callouts."
}

p08_r01 for further details see georgia dot specDetail

  • bearing×1rectangularBearing not shown.

1/2" horizontal offset1'-8" horizontal dimension34'-0" horizontal dimension6'-8" horizontal dimension1'-1" horizontal offset3'-6" vertical dimension2% deck slope1" gap, minimum+42 more

Page 11

crop

p11_r07 notes

page 11 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p11_r07_notes
Original
p11_r07 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as “℄ BEARING”; fixed and expansion ends are noted."
    },
    {
      "name": "Smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Specified for fixed-end holes and expansion-end slots."
    }
  ],
  "measurements": [
    {
      "label": "Fixed-end hole diameter",
      "value": "1¾\"",
      "unit": "\"",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Fixed-end hole depth",
      "value": "7\"",
      "unit": "\"",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Expansion-end slot width",
      "value": "4\"",
      "unit": "\"",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Expansion-end slot dimension",
      "value": "1¾\"",
      "unit": "\"",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Expansion-end slot depth",
      "value": "7\"",
      "unit": "\"",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1½\"",
      "unit": "\"",
      "appliesTo": "Smooth dowel"
    }
  ],
  "notes": [
    "4. AT ℄ BEARING, FORM A 1¾” DIAMETER X 7” DEEP HOLE AT THE FIXED ENDS AND A 4” X 1¾” X 7” DEEP SLOT AT THE EXPANSION ENDS FOR A 1½” DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS."
  ],
  "labels": [],
  "description": "This crop contains Note 4 for bearing dowel installation. It specifies fixed-end holes and expansion-end slots for smooth dowels and directs the reader to the plan and elevation sheet for fixed- and expansion-end locations."
}

p11_r07 notesNotes

  • BearingReferenced as “℄ BEARING”; fixed and expansion ends are noted.

1¾" " Fixed-end hole diameter7" " Fixed-end hole depth4" " Expansion-end slot width1¾" " Expansion-end slot dimension7" " Expansion-end slot depth1½" " Smooth dowel diameter

crop

p11_r01

page 11 · other_p11_r01
Original
p11_r01
{
  "view": "Elevation",
  "objects": [
    {
      "name": "prestressed concrete beam",
      "tag": "",
      "shape": "rectangular side elevation; partial shaped cross section at right",
      "material": "prestressed concrete",
      "count": 1,
      "note": "Beam is shown between ℄ BENT 2 and ℄ BENT 3."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown by ℄ BEARING locations at each end of the beam."
    },
    {
      "name": "low friction type hold down",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Located at the beam midpoint line."
    },
    {
      "name": "diaphragm bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Callout identifies a 2 in. diameter hole; omission callouts apply at specified beams."
    },
    {
      "name": "draped prestressing strands",
      "tag": "8 - DRAPED STRANDS",
      "shape": "draped",
      "material": "steel",
      "count": 8,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#5 U",
      "shape": "U-shaped",
      "material": "steel",
      "count": 2,
      "note": "At each location."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#4 U",
      "shape": "U-shaped",
      "material": "steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#6 U",
      "shape": "U-shaped",
      "material": "steel",
      "count": 2,
      "note": "At each location."
    },
    {
      "name": "reinforcement bars",
      "tag": "13-#5 @ 6\"",
      "shape": "",
      "material": "steel",
      "count": 13,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#4 Z",
      "shape": "Z-shaped",
      "material": "steel",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "span between ℄ BENT 2 and ℄ BENT 3"
    },
    {
      "label": "beam length",
      "value": "80'-11 5/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "midpoint dimension",
      "value": "40'-5 3/16\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "dimension",
      "value": "11 13/16\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "spacing",
      "value": "9 SPACES AT 24\"",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "spacing",
      "value": "19 SPACES AT 12\"",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "spacing",
      "value": "4\"",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "spacing",
      "value": "6 SPACES AT 4\"",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam reinforcement"
    },
    {
      "label": "beam depth",
      "value": "2'-3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "dimension",
      "value": "6 7/8\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole location"
    },
    {
      "label": "dimension",
      "value": "6 7/8\"",
      "unit": "",
      "appliesTo": "diaphragm bar hole location"
    },
    {
      "label": "vertical dimension",
      "value": "8'-4 5/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "reinforcement spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "13-#5 @ 6\""
    },
    {
      "label": "dimension",
      "value": "2 5/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "dimension",
      "value": "6 3/16\"",
      "unit": "",
      "appliesTo": "bearing end"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bearing end"
    },
    {
      "label": "dimension",
      "value": "1'-2 3/16\"",
      "unit": "",
      "appliesTo": "bearing end"
    },
    {
      "label": "bearing centerline to bearing centerline",
      "value": "79'-7 5/8\"",
      "unit": "",
      "appliesTo": "bearings"
    },
    {
      "label": "dimension",
      "value": "1'-4\"",
      "unit": "",
      "appliesTo": "partial beam section"
    },
    {
      "label": "dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "partial beam section"
    },
    {
      "label": "dimension",
      "value": "2 1/2\"",
      "unit": "",
      "appliesTo": "partial beam section"
    },
    {
      "label": "dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "partial beam section"
    },
    {
      "label": "centerline dimension",
      "value": "1 5/8\"",
      "unit": "",
      "appliesTo": "partial beam section"
    },
    {
      "label": "spacing",
      "value": "3 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "partial beam section reinforcement"
    },
    {
      "label": "dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "partial beam section"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "partial beam section"
    },
    {
      "label": "dimension",
      "value": "1'-10\"",
      "unit": "",
      "appliesTo": "partial beam section"
    }
  ],
  "notes": [
    "MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED",
    "ΔNC = 1/4\"",
    "ΔC = 1/8\"",
    "℄ 2\" DIAMETER HOLE FOR DIAPHRAGM BAR",
    "OMIT HOLE AT BEAMS 6 AND 12",
    "OMIT HOLE AT BEAMS 1 AND 7",
    "ALL DIMENSIONS ARE ALONG ℄ BEAM"
  ],
  "labels": [
    "℄ BENT 2",
    "℄ BENT 3",
    "NOTES",
    "ELEVATION",
    "SECTION AT"
  ],
  "description": "This crop principally shows an elevation of one prestressed concrete beam spanning between ℄ BENT 2 and ℄ BENT 3, including bearing centerlines, beam dimensions, hold-down location, diaphragm-bar holes, and reinforcement/strand callouts. A partial beam cross section is visible at the right edge, with dimensions and reinforcement spacing partly cropped."
}

p11_r01Elevation

  • bearing×2Shown by ℄ BEARING locations at each end of the beam.

82'-0" span length80'-11 5/8" beam length40'-5 3/16" midpoint dimension11 13/16" dimension9 SPACES AT 24" spacing19 SPACES AT 12" spacing4" spacing6 SPACES AT 4" spacing+20 more

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

  • bearing℄ BEARING×12Bearing centerlines are indicated; six are visible in each bent plan.

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

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

  • bearing×2rectangular schematicShown at CL BRNG. 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