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Dowel Bar

6 pages · 8 crops · ×8 · superstructure

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

The ontology would need a dowel-bar class.

How the sheets named it

SMOOTH DOWEL BARSdowel1/2" DIAMETER SMOOTH DOWELdowels1 INCH DIAMETER SMOOTH DOWELdowel barsDowel bars

Every dimension read for it10

  • 1 3/4" inhole_diameternot attributedp10 · p10_r07 notes
  • 7" inhole_depthnot attributedp10 · p10_r07 notes
  • 4" inslot_lengthnot attributedp10 · p10_r07 notes
  • 1 3/4" inslot_widthnot attributedp10 · p10_r07 notes
  • 7" inslot_depthnot attributedp10 · p10_r07 notes
  • 1/2" indowel_diameternot attributedp10 · p10_r07 notes
  • 1 1/2 indowel diameterp11 · p11_r07 notes
  • 1/2" inDOWEL DIAMETERp12 · p12_r01 in accordance with sub section 833 2 10
  • 1/2" inch1/2" diameterp12 · p12_r02 notes
  • 1 inDOWEL DIAMETERp12 · p12_r01

Notes on the sheets that carry it

  • p2VIBRATION MONITORING - THE PROJECT BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.
  • p2PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.
  • p2PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE AT A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.
  • p104. AT C BEARING, FORM A 1 3/4" DIAMETER X 7" DEEP HOLE AT THE FIXED ENDS AND A 4" X 1 3/4" X 7" DEEP SLOT AT THE EXPANSION ENDS FOR A 1/2" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.
  • p114. AT ⊥ BEARING, FORM A 1 3/4" DIAMETER X 7" DEEP HOLE AT THE FIXED ENDS AND A 4" X 1 3/4" X 7" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.
  • p12PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.
  • p12I. BEARING PADS HAVE BEEN DESIGNED ACCORDING TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 14.7.6 METHOD A AND SHALL BE FURNISHED IN ACCORDANCE WITH AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, SECTION 18, BEARING DEVICES.
  • p122. 1/2" DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50.

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

Page 2

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p02_r01 title block

page 2 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r01_title_block
Original
p02_r01 title block
{
  "view": "Notes",
  "objects": [
    {
      "name": "STEEL H-PILES",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709"
    },
    {
      "name": "SMOOTH DOWEL BARS",
      "tag": "",
      "shape": "circular",
      "material": "steel",
      "count": null,
      "note": "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3\" DIAMETER X 12\" DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS"
    },
    {
      "name": "ABUTMENT SOIL REINFORCING DEVICE INSERTS",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED"
    },
    {
      "name": "GROOVED CONCRETE",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "GROOVED CONCRETE - GROOVE THE ENTIRE LENGTH OF THE BRIDGE TRANSVERSELY AS PER SPECIFICATIONS"
    },
    {
      "name": "STEEL DIAPHRAGMS",
      "tag": "",
      "shape": "diaphragm",
      "material": "steel",
      "count": null,
      "note": "STEEL DIAPHRAGMS"
    },
    {
      "name": "WELDING",
      "tag": "",
      "shape": "",
      "material": "welding",
      "count": null,
      "note": "ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS"
    },
    {
      "name": "SHOP DRAWINGS",
      "tag": "",
      "shape": "document",
      "material": "",
      "count": null,
      "note": "SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK, FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED"
    },
    {
      "name": "SPECIAL PROTECTIVE COATING",
      "tag": "",
      "shape": "coating",
      "material": "protective coating",
      "count": null,
      "note": "CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P"
    },
    {
      "name": "CHAIN LINK FENCE",
      "tag": "",
      "shape": "fence",
      "material": "chain link",
      "count": null,
      "note": "CHAIN LINK FENCE SHALL BE PAID FOR AS LF CH LK FENCE, ZC COAT, 6 FT, 9 GA"
    },
    {
      "name": "CERTIFICATION CARD",
      "tag": "",
      "shape": "certificate",
      "material": "",
      "count": null,
      "note": "WELDERS CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING"
    }
  ],
  "measurements": [
    {
      "label": "207-0203",
      "value": "35",
      "unit": "CY",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "207-0203",
      "value": "35",
      "unit": "CY",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "211-0200",
      "value": "295",
      "unit": "CY",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "211-0200",
      "value": "295",
      "unit": "CY",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "500-0100",
      "value": "811",
      "unit": "SY",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "500-0100",
      "value": "811",
      "unit": "SY",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "520-1125",
      "value": "2720",
      "unit": "LB",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "520-1125",
      "value": "2540",
      "unit": "LB",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "500-3002",
      "value": "221",
      "unit": "CY",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "500-3002",
      "value": "221",
      "unit": "CY",
      "appliesTo": "RIGHT BRIDGE"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE AT A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER."
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "SUMMARY OF QUANTITIES"
  ],
  "description": "Sheet page 2 shows continuation of general notes and design data with a right-hand summary of quantities. This crop captures textual notes on vibration monitoring, pile driving, dowel bars, and other embedded items, along with a portion of the quantity table."
}

p02_r01 title blockNotes

  • SMOOTH DOWEL BARScircularsteelSMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3" DIAMETER X 12" DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS

35 CY 207-020335 CY 207-0203295 CY 211-0200295 CY 211-0200811 SY 500-0100811 SY 500-01002720 LB 520-11252540 LB 520-1125+2 more

Page 10

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p10_r07 notes

page 10 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p10_r07_notes
Original
p10_r07 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "bearing at fixed ends"
    },
    {
      "name": "hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "1 3/4\" diameter hole; 7\" deep"
    },
    {
      "name": "slot",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "4\" x 1 3/4\" x 7\" deep slot at expansion ends"
    },
    {
      "name": "dowel",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": 1,
      "note": "1/2\" diameter smooth dowel"
    }
  ],
  "measurements": [
    {
      "label": "hole_diameter",
      "value": "1 3/4\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "hole_depth",
      "value": "7\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "slot_length",
      "value": "4\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "slot_width",
      "value": "1 3/4\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "slot_depth",
      "value": "7\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "dowel_diameter",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": ""
    }
  ],
  "notes": [
    "4. AT C BEARING, FORM A 1 3/4\" DIAMETER X 7\" DEEP HOLE AT THE FIXED ENDS AND A 4\" X 1 3/4\" X 7\" DEEP SLOT AT THE EXPANSION ENDS FOR A 1/2\" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS."
  ],
  "labels": [],
  "description": "Note describing hole, slot, and dowel details for fixed and expansion ends referenced to plan/elevation sheets."
}

p10_r07 notesNotes

  • dowel×1cylindrical1/2" diameter smooth dowel

1 3/4" in hole_diameter7" in hole_depth4" in slot_length1 3/4" in slot_width7" in slot_depth1/2" in dowel_diameter

Page 11

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p11_r07 notes

page 11 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p11_r07_notes
Original
p11_r07 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "1 3/4\" diameter hole at the fixed ends, depth 7\""
    },
    {
      "name": "slot",
      "tag": "",
      "shape": "rectangular slot",
      "material": "",
      "count": 2,
      "note": "4\" x 1 3/4\" x 7\" deep slot at the expansion ends"
    },
    {
      "name": "dowel",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": 1,
      "note": "1 1/2\" diameter smooth dowel"
    }
  ],
  "measurements": [
    {
      "label": "hole diameter (fixed ends)",
      "value": "1 3/4",
      "unit": "in",
      "appliesTo": "hole"
    },
    {
      "label": "hole depth",
      "value": "7",
      "unit": "in",
      "appliesTo": "hole"
    },
    {
      "label": "slot length",
      "value": "4",
      "unit": "in",
      "appliesTo": "slot"
    },
    {
      "label": "slot width",
      "value": "1 3/4",
      "unit": "in",
      "appliesTo": "slot"
    },
    {
      "label": "slot depth",
      "value": "7",
      "unit": "in",
      "appliesTo": "slot"
    },
    {
      "label": "dowel diameter",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "dowel"
    }
  ],
  "notes": [
    "4. AT ⊥ BEARING, FORM A 1 3/4\" DIAMETER X 7\" DEEP HOLE AT THE FIXED ENDS AND A 4\" X 1 3/4\" X 7\" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2\" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS."
  ],
  "labels": [],
  "description": "This crop shows a Notes entry describing holes and slots for a dowel at fixed and expansion ends, including diameters and depths, and directs to plan/elevation for locations."
}

p11_r07 notesNotes

  • dowel×1cylindrical1 1/2" diameter smooth dowel

1 3/4 in hole diameter (fixed ends)7 in hole depth4 in slot length1 3/4 in slot width7 in slot depth1 1/2 in dowel diameter

Page 12

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p12_r01 in accordance with sub section 833 2 10

page 12 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p12_r01_in_accordance_with_sub_section_833_2_10
Original
p12_r01 in accordance with sub section 833 2 10
{
  "view": "Detail",
  "objects": [
    {
      "name": "BEARING PAD",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEVELED SHIM PLATE",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEARING",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEAM",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "ENDWALL",
      "tag": "",
      "shape": "irregular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "1/2\" DIAMETER SMOOTH DOWEL",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "PREFORMED FOAM JOINT FILLER",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "BEARING PAD THICKNESS",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "BEARING PAD"
    },
    {
      "label": "DOWEL DIAMETER",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "DOWEL"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS."
  ],
  "labels": [
    "BEARING PAD",
    "BEVELED SHIM PLATE",
    "BEARING",
    "BEAM",
    "ENDWALL",
    "1/2\" DIAMETER SMOOTH DOWEL",
    "PREFORMED FOAM JOINT FILLER"
  ],
  "description": "This crop shows a detail set for a bearing arrangement: a plan-like view on the left indicating endwall, bearing pad, beveled shim plate, and beam; and a cross-section on the right detailing the beveled shim plate, bearing pad, bearing, a 1/2 inch diameter smooth dowel, and a note about foam joint filler per Georgia DOT specs."
}

p12_r01 in accordance with sub section 833 2 10Detail

  • 1/2" DIAMETER SMOOTH DOWEL×1cylindrical

1" in BEARING PAD THICKNESS1/2" in DOWEL DIAMETER

crop

p12_r02 notes

page 12 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p12_r02_notes
Original
p12_r02 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "bearing pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "dowels",
      "tag": "",
      "shape": "",
      "material": "ASTM A709 GRADE 50",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "1/2\" diameter",
      "value": "1/2\"",
      "unit": "inch",
      "appliesTo": "dowels"
    }
  ],
  "notes": [
    "I. BEARING PADS HAVE BEEN DESIGNED ACCORDING TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 14.7.6 METHOD A AND SHALL BE FURNISHED IN ACCORDANCE WITH AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, SECTION 18, BEARING DEVICES.",
    "2. 1/2\" DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50."
  ],
  "labels": [],
  "description": "Two notes in the Notes section: bearing pads designed per AASHTO LRFD; 1/2 inch diameter smooth dowels per ASTM A709 Grade 50."
}

p12_r02 notesNotes

  • dowelsASTM A709 GRADE 50

1/2" inch 1/2" diameter

crop

p12_r01

page 12 · other_p12_r01
Original
p12_r01
{
  "view": "Detail",
  "objects": [
    {
      "name": "ENDWALL",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEARING PAD",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEVELED SHIM PLATE",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEARING",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEAM",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "1 INCH DIAMETER SMOOTH DOWEL",
      "tag": "",
      "shape": "circular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "PREFORMED FOAM JOINT FILLER",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "DOWEL DIAMETER",
      "value": "1",
      "unit": "in",
      "appliesTo": "DOWEL"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS."
  ],
  "labels": [],
  "description": "Detail showing a beam-end connection bearing assembly. Left view presents plan/arrangement with endwall, bearing pad, and beveled shim plate; right view shows a cross-section through the bearing, dowel, and foam joint filler."
}

p12_r01Detail

  • 1 INCH DIAMETER SMOOTH DOWEL×1circularunknown

1 in DOWEL DIAMETER

Page 17

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p17_r05

page 17 · other_p17_r05
Original
p17_r05
{
  "view": "Plan",
  "objects": [
    {
      "name": "CAP",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "dowel bars",
      "tag": "",
      "shape": "line",
      "material": "reinforcing steel",
      "count": 2,
      "note": "through-cap anchors"
    }
  ],
  "measurements": [
    {
      "label": "6'-0\" MIN.",
      "value": "6'-0\"",
      "unit": "MIN.",
      "appliesTo": "CAP length"
    },
    {
      "label": "3'-0\"",
      "value": "3'-0\"",
      "unit": "ft",
      "appliesTo": "CAP width"
    },
    {
      "label": "2'-0\" MIN.",
      "value": "2'-0\"",
      "unit": "MIN.",
      "appliesTo": "CAP height"
    }
  ],
  "notes": [],
  "labels": [
    "FRONT OF WALL",
    "B.F.P.R."
  ],
  "description": "Plan view showing a concrete cap (CAP) with two dowel/rebar anchors projecting from the bottom. Dimensions indicate a 6'-0\" minimum overall length, a 3'-0\" width portion, and a 2'-0\" minimum cap height; a wall front is shown to the right labeled FRONT OF WALL."
}

p17_r05Plan

  • dowel bars×2linereinforcing steelthrough-cap anchors

6'-0" MIN. 6'-0" MIN.3'-0" ft 3'-0"2'-0" MIN. 2'-0" MIN.

Page 18

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p18_r02

page 18 · other_p18_r02
Original
p18_r02
{
  "view": "Detail",
  "objects": [
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Dowel bars",
      "tag": "",
      "shape": "circular",
      "material": "steel reinforcement",
      "count": 2,
      "note": "dowels/dowel bars at footing edge"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "description": "Detail view of a footing showing a bottom-of-footing-elevation callout and two reinforcement bars (dowels) at the footing edge."
}

p18_r02Detail

  • Dowel bars×2circularsteel reinforcementdowels/dowel bars at footing edge