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Drip Bead

3 pages · 5 crops · ×7 · deck

⚠ No class in the bridge ontology fits this itemAdd a class

The ontology would need a concrete drip-bead class.

How the sheets named it

TRIANGULAR DRIP BEADTriangular drip bead

Every dimension read for it17

  • 3/4" inDRIP BEAD WIDTHp7 · p07_r01 section thru slab
  • 43'-7" ftOUT TO OUTnot attributedp7 · p07_r01
  • 40'-0" ftGUTTER TO GUTTERnot attributedp7 · p07_r01
  • 34'-0" ftLEFT GUTTER TO CENTERLINEnot attributedp7 · p07_r01
  • 22'-0" ftTOP WIDTHnot attributedp7 · p07_r01
  • 14'-2 1/2" ftOVERHANG DIMnot attributedp7 · p07_r01
  • 7'-6" ftBEAM SPACING (typ)not attributedp7 · p07_r01
  • 3'-0" ftMIN. DECK OPENINGnot attributedp7 · p07_r01
  • 4 3/8" inWALL/BEAM EDGE DIMnot attributedp7 · p07_r01
  • 43'-7" ftOUT TO OUTnot attributedp9 · p09_r02
  • 40'-0" ftGUTTER TO GUTTERnot attributedp9 · p09_r02
  • 34'-0" ftunlabellednot attributedp9 · p09_r02
  • 22'-0" ftunlabellednot attributedp9 · p09_r02
  • 1'-8" ft1'-8"not attributedp9 · p09_r02
  • 1'-8" ft1'-8"not attributedp9 · p09_r02
  • 8" in8"not attributedp9 · p09_r02
  • 3'-0" ft3'-0" MIN. TYP.not attributedp9 · p09_r02

Notes on the sheets that carry it

  • p7DIMENSION 'D' IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY 'D' BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.
  • p7MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4" BETWEEN BEAMS AND 8" IN THE OVERHANGS.
  • p7FENCE NOT SHOWN, TYP.
  • p73/4" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.
  • p7"D" = 8 3/4" INTERIOR BEAMS
  • p7"D" = 9 1/8" EXTERIOR BEAMS
  • p7REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
  • p8NOTE: LAP 503A AND 503B BARS A MINIMUM OF 2'-2"
  • p8* TAPERS TO 0" AT END POST
  • p8SEE DECK PLAN FOR LETTER DESIGNATION
  • p9MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾" BETWEEN BEAMS AND 8" IN THE OVERHANGS.
  • p9'D' = 8¾" INTERIOR BEAMS
  • p9'D' = 9¼" EXTERIOR BEAMS
  • p930-400B AND C SPACED AS SHOWN
  • p9502 AT EVERY 500A, TYP.
  • p9500A AT 6¾"
  • p92%

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

Page 7

crop

p07_r01 section thru slab

page 7 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p07_r01_section_thru_slab
Original
p07_r01 section thru slab
{
  "view": "Section",
  "objects": [
    {
      "name": "ABUTMENT (Left End)",
      "tag": "",
      "shape": "irregular wedge",
      "material": "reinforced concrete",
      "count": 1,
      "note": "left end abutment"
    },
    {
      "name": "PIER",
      "tag": "",
      "shape": "rectangular column",
      "material": "reinforced concrete",
      "count": 4,
      "note": "piers under slab; spacing 7'-6\" typical"
    },
    {
      "name": "C BEAM 1",
      "tag": "C BEAM 1",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 2",
      "tag": "C BEAM 2",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 3",
      "tag": "C BEAM 3",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 4",
      "tag": "C BEAM 4",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 5",
      "tag": "C BEAM 5",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 6",
      "tag": "C BEAM 6",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "SLAB",
      "tag": "",
      "shape": "rectangular slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "7 3/4\" slab thickness; 2 1/4\" centerline? (centerline note present in drawing)"
    },
    {
      "name": "DRIP BEAD",
      "tag": "",
      "shape": "triangular drip bead",
      "material": "",
      "count": 1,
      "note": "3/4\" triangular drip bead full length of bridge, typ."
    },
    {
      "name": "CONSTRUCTION JOINT",
      "tag": "",
      "shape": "joint",
      "material": "concrete",
      "count": 1,
      "note": "parallel with deck, typ."
    }
  ],
  "measurements": [
    {
      "label": "OUT TO OUT",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "SECTION THRU SLAB"
    },
    {
      "label": "GUTTER TO GUTTER",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "SECTION THRU SLAB"
    },
    {
      "label": "EDGE LEFT OVERHANG",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "LEFT END"
    },
    {
      "label": "OVERHANG (left)",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "LEFT EDGE"
    },
    {
      "label": "SLAB THICKNESS",
      "value": "7 3/4\"",
      "unit": "in",
      "appliesTo": "SLAB"
    },
    {
      "label": "CENTERLINE",
      "value": "2 1/4\"",
      "unit": "in",
      "appliesTo": "SLAB"
    },
    {
      "label": "SPACING BETWEEN BEAMS",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAMS"
    },
    {
      "label": "PIER SPACING",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "PIERS"
    },
    {
      "label": "EDGE BEAM WIDTH",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "END BEAM"
    },
    {
      "label": "DRIP BEAD WIDTH",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "DRIP BEAD"
    }
  ],
  "notes": [
    "DIMENSION 'D' IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY 'D' BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4\" BETWEEN BEAMS AND 8\" IN THE OVERHANGS.",
    "FENCE NOT SHOWN, TYP.",
    "3/4\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "FENCE NOT SHOWN, TYP."
  ],
  "description": "This crop shows a longitudinal cross-section through a concrete deck bridge, including an end abutment on the left, four concrete piers, and six C-beams supporting a slab. It includes slab thickness, spacing, and overhang dimensions, as well as notes on centerline bearing, joints, and drip bead."
}

p07_r01 section thru slabSection

  • DRIP BEAD×1triangular drip bead3/4" triangular drip bead full length of bridge, typ.

43'-7" ft-in OUT TO OUT40'-0" ft-in GUTTER TO GUTTER1'-8" ft-in EDGE LEFT OVERHANG8" in OVERHANG (left)7 3/4" in SLAB THICKNESS2 1/4" in CENTERLINE7'-6" ft-in SPACING BETWEEN BEAMS7'-6" ft-in PIER SPACING+2 more

crop

p07_r01

page 7 · other_p07_r01
Original
p07_r01
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "C BEAM",
      "tag": "C BEAM 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 5",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 6",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "PIER",
      "tag": "",
      "shape": "pier with bell bottom",
      "material": "reinforced concrete",
      "count": 5,
      "note": ""
    },
    {
      "name": "DECK SLAB",
      "tag": "",
      "shape": "slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "7 3/4\\\" SLAB"
    },
    {
      "name": "TRIANGULAR DRIP BEAD",
      "tag": "",
      "shape": "triangular drip bead",
      "material": "concrete",
      "count": 1,
      "note": "FULL LENGTH OF BRIDGE, TYP. 3/4\\\" DRIP BEAD"
    }
  ],
  "measurements": [
    {
      "label": "OUT TO OUT",
      "value": "43'-7\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "GUTTER TO GUTTER",
      "value": "40'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "LEFT GUTTER TO CENTERLINE",
      "value": "34'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "TOP WIDTH",
      "value": "22'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "OVERHANG DIM",
      "value": "14'-2 1/2\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "BEAM SPACING (typ)",
      "value": "7'-6\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "MIN. DECK OPENING",
      "value": "3'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "SLAB THICKNESS",
      "value": "7 3/4\"",
      "unit": "in",
      "appliesTo": "SLAB"
    },
    {
      "label": "CLEAR SLAB THICKNESS",
      "value": "2 1/4\" CL.",
      "unit": "in",
      "appliesTo": "SLAB"
    },
    {
      "label": "OVERALL HEIGHT",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "OVERHANG/EDGE"
    },
    {
      "label": "WALL/BEAM EDGE DIM",
      "value": "4 3/8\"",
      "unit": "in",
      "appliesTo": ""
    }
  ],
  "notes": [
    "DIMENSION \"D\" IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY \"D\" BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4\" BETWEEN BEAMS AND 8\" IN THE OVERHANGS.",
    "\"D\" = 8 3/4\" INTERIOR BEAMS",
    "\"D\" = 9 1/8\" EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "3/4\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL"
  ],
  "description": "Cross-section through a reinforced concrete bridge deck showing six deck beams (C BEAM 1–6), multiple concrete piers supporting the beam line, a 7 3/4 in thick deck slab, gutter and overhang details, and drip bead features. Notes provide slab thickness, D dimension guidance, and joint requirements."
}

p07_r01Cross Section

  • TRIANGULAR DRIP BEAD×1triangular drip beadconcreteFULL LENGTH OF BRIDGE, TYP. 3/4\" DRIP BEAD

43'-7" ft OUT TO OUT40'-0" ft GUTTER TO GUTTER34'-0" ft LEFT GUTTER TO CENTERLINE22'-0" ft TOP WIDTH14'-2 1/2" ft OVERHANG DIM7'-6" ft BEAM SPACING (typ)3'-0" ft MIN. DECK OPENING7 3/4" in SLAB THICKNESS+3 more

Page 8

crop

p08_r02 barrier detail

page 8 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p08_r02_barrier_detail
Original
p08_r02 barrier detail
{
  "view": "Detail",
  "objects": [
    {
      "name": "Barrier",
      "tag": "",
      "shape": "rectangular barrier panel",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "End post",
      "tag": "",
      "shape": "rectangular post",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Tapers to 0\" at end post"
    },
    {
      "name": "Drip bead",
      "tag": "",
      "shape": "triangular drip bead",
      "material": "concrete",
      "count": 2,
      "note": "3/4\" triangular drip bead, full length of bridge both sides"
    },
    {
      "name": "Reinforcement bars",
      "tag": "12-502",
      "shape": "circular (rebars) within barrier",
      "material": "steel",
      "count": null,
      "note": "12-502 in barrier; see deck plan for letter designation"
    }
  ],
  "measurements": [
    {
      "label": "LAP between 503A and 503B bars",
      "value": "2'-2\"",
      "unit": "ft/in",
      "appliesTo": "bars lap"
    },
    {
      "label": "Barrier height",
      "value": "3'-6\"",
      "unit": "ft/in",
      "appliesTo": "barrier height"
    },
    {
      "label": "Top width segment",
      "value": "1'-9 1/2\"",
      "unit": "ft/in",
      "appliesTo": "top width"
    },
    {
      "label": "Left offset (end post area)",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "left offset"
    },
    {
      "label": "Right offset",
      "value": "1'-0\"",
      "unit": "ft/in",
      "appliesTo": "right offset"
    },
    {
      "label": "Centerline interior",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "inner centerline"
    },
    {
      "label": "Centerline exterior",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "outer centerline"
    },
    {
      "label": "Two-sided centerline",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "two sides"
    }
  ],
  "notes": [
    "NOTE: LAP 503A AND 503B BARS A MINIMUM OF 2'-2\""
  ],
  "labels": [
    "BARRIER DETAIL",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "Detail view of a reinforced concrete barrier with end post, drip bead, and internal reinforcement bars (12-502). Includes notes on bar lap and typical fence not shown."
}

p08_r02 barrier detailDetail

  • Drip bead×2triangular drip beadconcrete3/4" triangular drip bead, full length of bridge both sides

2'-2" ft/in LAP between 503A and 503B bars3'-6" ft/in Barrier height1'-9 1/2" ft/in Top width segment8" in Left offset (end post area)1'-0" ft/in Right offset1 1/2" in Centerline interior3" in Centerline exterior2" in Two-sided centerline

crop

p08_r02

page 8 · other_p08_r02
Original
p08_r02
{
  "view": "Detail",
  "objects": [
    {
      "name": "Barrier",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Barrier detail"
    },
    {
      "name": "End post",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "End post taper to 0\" noted"
    },
    {
      "name": "Barrier segment 503A",
      "tag": "503A",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Barrier segment 503B",
      "tag": "503B",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Triangular drip bead",
      "tag": "",
      "shape": "bead",
      "material": "concrete",
      "count": 2,
      "note": "Full length of bridge, both sides"
    }
  ],
  "measurements": [
    {
      "label": "Left vertical height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "Barrier detail left dimension"
    },
    {
      "label": "503A spacing",
      "value": "14\"",
      "unit": "",
      "appliesTo": "Bottom dimension indicating 503A location"
    },
    {
      "label": "Clearance on sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Two sides"
    },
    {
      "label": "Clearance near top",
      "value": "3\"",
      "unit": "",
      "appliesTo": "3\" CL."
    },
    {
      "label": "Scale",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "1'-0\" scale note"
    }
  ],
  "notes": [
    "NOTE: LAP 503A AND 503B BARS A MINIMUM OF 2'-2\"",
    "* TAPERS TO 0\" AT END POST",
    "FENCE NOT SHOWN, TYP.",
    "SEE DECK PLAN FOR LETTER DESIGNATION"
  ],
  "labels": [
    "BARRIER DETAIL"
  ],
  "description": "Detail view of a concrete bridge barrier showing end post and barrier segments 503A and 503B, with taper to end post. The drawing includes notes on bar laps, fence not shown, and references to deck plan letters; features a triangular drip bead along the full length on both sides."
}

p08_r02Detail

  • Triangular drip bead×2beadconcreteFull length of bridge, both sides

3'-6" Left vertical height14" 503A spacing2" Clearance on sides3" Clearance near top3/4" Scale

Page 9

crop

p09_r02

page 9 · other_p09_r02
Original
p09_r02
{
  "view": "Section",
  "objects": [
    {
      "name": "C BEAM",
      "tag": "C BEAM 1",
      "shape": "C-beam (channel)",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 2",
      "shape": "C-beam (channel)",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 3",
      "shape": "C-beam (channel)",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 4",
      "shape": "C-beam (channel)",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 5",
      "shape": "C-beam (channel)",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 6",
      "shape": "C-beam (channel)",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pier",
      "tag": "",
      "shape": "rectangular column with base",
      "material": "reinforced concrete",
      "count": 6,
      "note": ""
    },
    {
      "name": "Drip Bead",
      "tag": "",
      "shape": "drip bead",
      "material": "concrete",
      "count": 1,
      "note": "3/4\" DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
    },
    {
      "name": "Reinforcement bar",
      "tag": "",
      "shape": "straight bar",
      "material": "plain steel",
      "count": null,
      "note": "\"I\" DIAMETER PLAIN BAR"
    }
  ],
  "measurements": [
    {
      "label": "OUT TO OUT",
      "value": "43'-7\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "GUTTER TO GUTTER",
      "value": "40'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "34'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "22'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "1'-8\"",
      "value": "1'-8\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "1'-8\"",
      "value": "1'-8\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "8\"",
      "value": "8\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "7'-6\"",
      "value": "7'-6\"",
      "unit": "ft",
      "appliesTo": "C BEAM 1 to C BEAM 6"
    },
    {
      "label": "3'-0\" MIN. TYP.",
      "value": "3'-0\"",
      "unit": "ft",
      "appliesTo": ""
    }
  ],
  "notes": [
    "DIMENSION 'D' IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY 'D' BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾\" BETWEEN BEAMS AND 8\" IN THE OVERHANGS.",
    "'D' = 8¾\" INTERIOR BEAMS",
    "'D' = 9¼\" EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "30-400B AND C SPACED AS SHOWN",
    "502 AT EVERY 500A, TYP.",
    "500A AT 6¾\"",
    "2%"
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop shows a longitudinal cross-section through a multi-beam bridge deck with six C-beams and supporting piers, along with a section through the diaphragm. It documents the slab thickness, beam spacing, reinforcement layout, drip bead at the deck edge, and typical fence notes. It includes plan elements such as out-to-out and gutter-to-gutter dimensions and the section that cuts through the slab and diaphragm."
}

p09_r02Section

  • Drip Bead×1drip beadconcrete3/4" DRIP BEAD FULL LENGTH OF BRIDGE, TYP.

43'-7" ft OUT TO OUT40'-0" ft GUTTER TO GUTTER34'-0" ft22'-0" ft1'-8" ft 1'-8"1'-8" ft 1'-8"8" in 8"7'-6" ft 7'-6"+1 more