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Dowel Bar

2 pages · 6 crops · ×2 · material

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

The ontology would need a smooth dowel-bar class.

How the sheets named it

Smooth Dowel BarSmooth doweldowel

Every dimension read for it8

  • 3 inDowel hole diameterp2 · p02_r01
  • 12 inDowel hole depthp2 · p02_r01
  • 30 LBS PER SQ FTFuture Paving Allowancenot attributedp2 · p02_r01
  • 1 1/2 inDowel diameterp12 · p12_r02 section a a
  • 1 1/2 inDowel diameterp12 · p12_r03 notes
  • 1'-0"Dowel embedment/length dimensionp12 · p12_r02
  • 1 1/2 inDowel diameterp12 · p12_r02
  • 1 1/2 inDowel diameterp12 · p12_r03

Notes on the sheets that carry it

  • p2VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL 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.
  • p2STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.
  • p2PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.
  • p2PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.
  • p2SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3" DIAMETER X 12" DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES.
  • p2provide table for 2' above estimated tip elevations
  • p2SPECIFICATIONS ------------------------------------- AASHTO LRFD 9TH EDITION, 2020 (DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SDI=0.155)
  • p2DESIGN VEHICLE LIVE LOAD --------------------------------------------------- HL-93
  • p2FUTURE PAVING ALLOWANCE --------------------------------------------- 30 LBS PER SQ FT
  • p2CONCRETE: SUPERSTRUCTURE ------------------------------------- CLASS D, f'c = 4,000 PSI
  • p2BARRIER-------------------------------------- CLASS D, f'c = 4,000 PSI
  • p2PSC BEAMS ------------------------- CLASS AAA, f'c = SEE BEAM SHEETS
  • p2PSC BEAM ALLOWABLE TENSION ----------------------- SEE BEAM SHEETS
  • p2SUBSTRUCTURE ------------------------------- CLASS AA, f'c = 3,500 PSI
  • p2REINFORCING STEEL: --------------------------------- GRADE 60, fy = 60,000 PSI
  • p2PRETENSIONING STRANDS: ------------------------------------- f's = 270,000 PSI
  • p2STEEL H-PILES: ---------------------------------------GRADE 50, fy = 50,000 PSI
  • p12PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.
  • p12ENDWALL NOT SHOWN
  • p12CL BEVELED SHIM PLATE = CL 3" DIAMETER HOLE
  • p12BEARING 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.
  • p121 1/2" DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50.
  • p121. 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 1/2" DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50.
  • p123. BEARING PADS SHALL BE MADE OF 60 DUROMETER HARDNESS NEOPRENE, GRADE 3 OR HIGHER [text cut off, partial]

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

Page 2

crop

p02_r01 general notes continued

page 2 · gdot_plan_649084f395824aaebf1f5ed48132696f_p02_r01_general_notes_continued
Original
p02_r01 general notes continued
{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel H-Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "Referenced in general notes; ASTM A709 Gr 50; erratic lengths expected; driving/restrike procedure described."
    },
    {
      "name": "Smooth Dowel Bar",
      "tag": "",
      "shape": "circular (rod)",
      "material": "steel, grouted",
      "count": null,
      "note": "Placed in formed 3\" diameter x 12\" deep holes, grouted similar to anchor bolts."
    },
    {
      "name": "PSC Beam",
      "tag": "",
      "shape": "",
      "material": "precast concrete, Class AAA",
      "count": null,
      "note": "Referenced in Design Data; strength and allowable tension per beam sheets."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, Class D",
      "count": null,
      "note": "Referenced in Design Data concrete schedule."
    },
    {
      "name": "Superstructure (general)",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, Class D",
      "count": null,
      "note": "Referenced in Design Data."
    },
    {
      "name": "Substructure (general)",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, Class AA",
      "count": null,
      "note": "Referenced in Design Data."
    },
    {
      "name": "Bent Number / Pile Tip Elevation Table",
      "tag": "",
      "shape": "tabular",
      "material": "",
      "count": 1,
      "note": "Small table with 3 rows shown, values illegible/placeholder (***.**), bent numbers shown as * placeholders."
    }
  ],
  "measurements": [
    {
      "label": "Dowel bar hole diameter",
      "value": "3",
      "unit": "in",
      "appliesTo": "Smooth Dowel Bars"
    },
    {
      "label": "Dowel bar hole depth",
      "value": "12",
      "unit": "in",
      "appliesTo": "Smooth Dowel Bars"
    },
    {
      "label": "Minimum freeze time before restrike",
      "value": "24",
      "unit": "hours",
      "appliesTo": "Pile Driving"
    },
    {
      "label": "Future paving allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": "Design Data"
    },
    {
      "label": "Superstructure concrete strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Superstructure concrete, Class D"
    },
    {
      "label": "Barrier concrete strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Barrier concrete, Class D"
    },
    {
      "label": "Substructure concrete strength",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "Substructure concrete, Class AA"
    },
    {
      "label": "Reinforcement steel yield strength",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "Reinforcement Steel, Grade 60"
    },
    {
      "label": "Pretensioning strand strength",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": "Pretensioning Strands"
    },
    {
      "label": "Steel H-Pile yield strength",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "Steel H-Piles, Grade 50"
    },
    {
      "label": "Seismic performance parameter AS",
      "value": "0.142",
      "unit": "",
      "appliesTo": "Design Data / Specifications"
    },
    {
      "label": "Seismic performance parameter SDI",
      "value": "0.155",
      "unit": "",
      "appliesTo": "Design Data / Specifications"
    },
    {
      "label": "Pile Tip Elevation (table entries)",
      "value": "***.**",
      "unit": "",
      "appliesTo": "Bent Number table"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL 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.",
    "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.",
    "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3\" DIAMETER X 12\" DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES.",
    "provide table for 2' above estimated tip elevations"
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "BENT NUMBER",
    "PILE TIP ELEVATION",
    "GDOT",
    "P.I. NO.",
    "0019181",
    "SPECIFICATIONS ---------------------------------- AASHTO LRFD 9TH EDITION, 2020",
    "(DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SDI=0.155)",
    "DESIGN VEHICLE LIVE LOAD -------------------------------------------------- HL-93",
    "FUTURE PAVING ALLOWANCE ----------------------------------------- 30 LBS PER SQ FT",
    "CONCRETE: SUPERSTRUCTURE --------------------------------CLASS D, f'c = 4,000 PSI",
    "BARRIER--------------------------------- CLASS D, f'c = 4,000 PSI",
    "PSC BEAMS ------------------------ CLASS AAA, f'c = SEE BEAM SHEETS",
    "PSC BEAM ALLOWABLE TENSION ---------------------- SEE BEAM SHEETS",
    "SUBSTRUCTURE ---------------------------- CLASS AA, f'c = 3,500 PSI",
    "REINFORCEMENT STEEL: ------------------------------------- GRADE 60, fy = 60,000 PSI",
    "PRETENSIONING STRANDS: ----------------------------------------- f's = 270,000 PSI",
    "STEEL H-PILES: -----------------------------------------GRADE 50, fy = 50,000 PSI"
  ],
  "description": "This crop is the continuation of the General Notes and the Design Data block from a bridge structural drawing sheet (sheet page 2), covering pile driving, vibration monitoring, steel H-pile material, and smooth dowel bar installation notes, alongside a Design Data table listing specifications, live load, concrete classes/strengths, reinforcement and prestressing steel grades. A small partially-illustrated table for Bent Number vs. Pile Tip Elevation is shown at top center with placeholder/illegible values, annotated by a green callout requesting a table be added for elevations 2 feet above the estimated pile tip elevations."
}

p02_r01 general notes continuedNotes

  • Smooth Dowel Barcircular (rod)steel, groutedPlaced in formed 3" diameter x 12" deep holes, grouted similar to anchor bolts.

3 in Dowel bar hole diameter12 in Dowel bar hole depth24 hours Minimum freeze time before restrike30 LBS PER SQ FT Future paving allowance4,000 PSI Superstructure concrete strength4,000 PSI Barrier concrete strength3,500 PSI Substructure concrete strength60,000 PSI Reinforcement steel yield strength+5 more

crop

p02_r01

page 2 · other_p02_r01
Original
p02_r01
{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel H-Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel, ASTM A709 Gr 50",
      "count": null,
      "note": "Referenced in general notes and design data table; not graphically depicted in this crop."
    },
    {
      "name": "Smooth Dowel Bar",
      "tag": "",
      "shape": "cylindrical (3\" dia)",
      "material": "steel (implied, grouted)",
      "count": null,
      "note": "Placed in formed 3\" diameter x 12\" deep holes, grouted similar to anchor bolts; mentioned only in text."
    },
    {
      "name": "PSC Beam",
      "tag": "",
      "shape": "",
      "material": "precast concrete, Class AAA",
      "count": null,
      "note": "Referenced only in Design Data concrete schedule; not shown graphically."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, Class D",
      "count": null,
      "note": "Referenced only in Design Data concrete schedule; not shown graphically."
    },
    {
      "name": "Bent (Substructure)",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, Class AA",
      "count": null,
      "note": "Referenced in Design Data; bent numbers listed in small table but obscured by asterisks."
    }
  ],
  "measurements": [
    {
      "label": "Bent Number",
      "value": "*",
      "unit": "",
      "appliesTo": "Bent (unspecified, masked)"
    },
    {
      "label": "Pile Tip Elevation",
      "value": "***.**",
      "unit": "",
      "appliesTo": "Pile (bent tip elevation, masked/placeholder)"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3",
      "unit": "in",
      "appliesTo": "Smooth Dowel Bar"
    },
    {
      "label": "Dowel hole depth",
      "value": "12",
      "unit": "in",
      "appliesTo": "Smooth Dowel Bar"
    },
    {
      "label": "Pile freeze time",
      "value": "24",
      "unit": "hours",
      "appliesTo": "Steel H-Pile"
    },
    {
      "label": "Future Paving Allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": ""
    },
    {
      "label": "Superstructure Concrete Strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Superstructure concrete, Class D"
    },
    {
      "label": "Barrier Concrete Strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Barrier, Class D"
    },
    {
      "label": "Substructure Concrete Strength",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "Substructure, Class AA"
    },
    {
      "label": "Reinforcing Steel Yield Strength",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "Reinforcement Steel, Grade 60"
    },
    {
      "label": "Pretensioning Strand Strength",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": "Pretensioning Strands"
    },
    {
      "label": "Steel H-Pile Yield Strength",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "Steel H-Pile, Grade 50"
    },
    {
      "label": "Seismic Performance Zone Parameters",
      "value": "AS=0.142, SDI=0.155",
      "unit": "",
      "appliesTo": "Design Specifications"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL 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.",
    "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.",
    "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3\" DIAMETER X 12\" DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES.",
    "provide table for 2' above estimated tip elevations",
    "SPECIFICATIONS ------------------------------------- AASHTO LRFD 9TH EDITION, 2020 (DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SDI=0.155)",
    "DESIGN VEHICLE LIVE LOAD --------------------------------------------------- HL-93",
    "FUTURE PAVING ALLOWANCE --------------------------------------------- 30 LBS PER SQ FT",
    "CONCRETE: SUPERSTRUCTURE ------------------------------------- CLASS D, f'c = 4,000 PSI",
    "BARRIER-------------------------------------- CLASS D, f'c = 4,000 PSI",
    "PSC BEAMS ------------------------- CLASS AAA, f'c = SEE BEAM SHEETS",
    "PSC BEAM ALLOWABLE TENSION ----------------------- SEE BEAM SHEETS",
    "SUBSTRUCTURE ------------------------------- CLASS AA, f'c = 3,500 PSI",
    "REINFORCING STEEL: --------------------------------- GRADE 60, fy = 60,000 PSI",
    "PRETENSIONING STRANDS: ------------------------------------- f's = 270,000 PSI",
    "STEEL H-PILES: ---------------------------------------GRADE 50, fy = 50,000 PSI"
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "BENT NUMBER",
    "PILE TIP ELEVATION",
    "DESIGN DATA",
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop is the right-hand continuation of a General Notes sheet paired with a Design Data block, both typical of a GDOT bridge plan set. It contains text notes on vibration monitoring, steel H-pile material, pile driving procedure, and smooth dowel bar installation, plus a small partially-masked Bent Number/Pile Tip Elevation table, and a Design Data summary listing specifications, live load, concrete classes and strengths, reinforcing steel grade, pretensioning strand strength, and steel H-pile grade. No structural elements are graphically drawn; all content is specification/reference text supporting substructure and superstructure material call-outs."
}

p02_r01Notes

  • Smooth Dowel Barcylindrical (3" dia)steel (implied, grouted)Placed in formed 3" diameter x 12" deep holes, grouted similar to anchor bolts; mentioned only in text.

* Bent Number***.** Pile Tip Elevation3 in Dowel hole diameter12 in Dowel hole depth24 hours Pile freeze time30 LBS PER SQ FT Future Paving Allowance4,000 PSI Superstructure Concrete Strength4,000 PSI Barrier Concrete Strength+5 more

Page 12

crop

p12_r02 section a a

page 12 · gdot_plan_649084f395824aaebf1f5ed48132696f_p12_r02_section_a_a
Original
p12_r02 section a a
{
  "view": "Detail",
  "objects": [
    {
      "name": "Beveled shim plate",
      "tag": "",
      "shape": "tapered/beveled plate",
      "material": "not stated (likely steel)",
      "count": 1,
      "note": "Located under beam at bearing location, shown in Section A-A"
    },
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "not stated (likely elastomeric)",
      "count": 1,
      "note": "Sits beneath beveled shim plate"
    },
    {
      "name": "Smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "not stated (likely steel)",
      "count": 1,
      "note": "1 1/2\" diameter, through bearing area"
    },
    {
      "name": "Preformed foam joint filler",
      "tag": "",
      "shape": "rectangular (shown hatched)",
      "material": "foam",
      "count": null,
      "note": "Per legend, in accordance with GA DOT Sub-section 833.2.10"
    },
    {
      "name": "Beam",
      "tag": "",
      "shape": "tapered/flared section",
      "material": "not stated",
      "count": 1,
      "note": "Shown in cross-section, centerline noted as CL BEAM"
    },
    {
      "name": "Bearing plate/base plate (plan view)",
      "tag": "",
      "shape": "rectangular with circular hole",
      "material": "not stated (likely steel plate)",
      "count": 1,
      "note": "Plan view below Section A-A showing overall plate with central 3\" diameter hole; dimensions given parametrically as L+2\" and W+2\""
    }
  ],
  "measurements": [
    {
      "label": "Width of shim/dowel offset",
      "value": "5",
      "unit": "in",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "Thickness dimension",
      "value": "1",
      "unit": "in",
      "appliesTo": "bearing pad or shim"
    },
    {
      "label": "Height dimension",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "dowel/bearing assembly vertical dimension"
    },
    {
      "label": "Dowel diameter",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Plate overall length",
      "value": "L+2",
      "unit": "in",
      "appliesTo": "plan view plate"
    },
    {
      "label": "Half plate length",
      "value": "(L+2\")/2",
      "unit": "in",
      "appliesTo": "plan view plate"
    },
    {
      "label": "Plate overall width",
      "value": "W+2",
      "unit": "in",
      "appliesTo": "plan view plate"
    },
    {
      "label": "Half plate width",
      "value": "(W+2\")/2",
      "unit": "in",
      "appliesTo": "plan view plate"
    },
    {
      "label": "Central hole diameter",
      "value": "3",
      "unit": "in",
      "appliesTo": "plan view plate hole"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.",
    "ENDWALL NOT SHOWN",
    "CL BEVELED SHIM PLATE = CL 3\" DIAMETER HOLE"
  ],
  "labels": [
    "CL BEAM",
    "BEVELED SHIM PLATE",
    "BEARING PAD",
    "1 1/2\" DIAMETER SMOOTH DOWEL",
    "SECTION A-A",
    "B"
  ],
  "description": "This crop shows two related details: an upper cross-section (Section A-A) through a beam bearing assembly illustrating a beveled shim plate, bearing pad, and a 1 1/2\" diameter smooth dowel with preformed foam joint filler noted per Georgia DOT spec, with the endwall omitted from the view; and a lower plan view of a rectangular bearing/shim plate with a central circular hole, dimensioned parametrically in terms of beam length (L) and width (W) plus 2 inches, with an arrow labeled 'B' indicating a section cut direction. This detail documents the beam bearing/shim plate assembly design at a bridge bearing location."
}

p12_r02 section a aDetail

  • Smooth dowel×1circularnot stated (likely steel)1 1/2" diameter, through bearing area

5 in Width of shim/dowel offset1 in Thickness dimension1'-0" ft-in Height dimension1 1/2 in Dowel diameterL+2 in Plate overall length(L+2")/2 in Half plate lengthW+2 in Plate overall width(W+2")/2 in Half plate width+1 more

crop

p12_r03 notes

page 12 · gdot_plan_649084f395824aaebf1f5ed48132696f_p12_r03_notes
Original
p12_r03 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in note 1; design basis specified, not shown as a drawn element in this crop"
    },
    {
      "name": "dowel",
      "tag": "",
      "shape": "circular",
      "material": "ASTM A709 Grade 50 steel",
      "count": null,
      "note": "1 1/2\" diameter smooth dowels referenced in note 2"
    }
  ],
  "measurements": [
    {
      "label": "Dowel diameter",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "dowel"
    }
  ],
  "notes": [
    "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.",
    "1 1/2\" DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50."
  ],
  "labels": [],
  "description": "This crop is a notes block containing two numbered general notes related to bridge bearing devices. Note 1 specifies the design and construction code basis for bearing pads, and note 2 specifies the material and size for smooth dowels. No graphical elements or dimensioned drawings are present in this crop."
}

p12_r03 notesNotes

  • dowelcircularASTM A709 Grade 50 steel1 1/2" diameter smooth dowels referenced in note 2

1 1/2 in Dowel diameter

crop

p12_r02

page 12 · other_p12_r02
Original
p12_r02
{
  "view": "Detail",
  "objects": [
    {
      "name": "Beam",
      "tag": "",
      "shape": "I-girder (tapered end shown)",
      "material": "",
      "count": 1,
      "note": "Shown in Section A-A, centerline labeled C BEAM"
    },
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "elastomeric (per referenced note panel)",
      "count": 1,
      "note": "Shown in section under beam end"
    },
    {
      "name": "Beveled shim plate",
      "tag": "",
      "shape": "rectangular/tapered, plan shown as rectangular with center hole",
      "material": "steel (per referenced note panel)",
      "count": 1,
      "note": "Shown in both section and plan views; plan view dimensions L+2\" x W+2\" with center hole"
    },
    {
      "name": "Smooth dowel",
      "tag": "",
      "shape": "circular (round bar)",
      "material": "steel (per referenced note panel)",
      "count": 1,
      "note": "1 1/2\" diameter dowel shown vertical in section"
    },
    {
      "name": "Preformed foam joint filler",
      "tag": "",
      "shape": "rectangular (hatched)",
      "material": "foam",
      "count": 1,
      "note": "Indicated by hatched legend symbol"
    },
    {
      "name": "Hole (in beveled shim plate)",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "3\" diameter hole, centered on plate, aligned with dowel"
    }
  ],
  "measurements": [
    {
      "label": "Height dimension in section",
      "value": "5",
      "unit": "in",
      "appliesTo": "beveled shim plate/bearing assembly"
    },
    {
      "label": "Offset dimension",
      "value": "1",
      "unit": "in",
      "appliesTo": "section detail near dowel"
    },
    {
      "label": "Dowel embedment/length dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Dowel diameter",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Plan length dimension",
      "value": "L+2\"",
      "unit": "",
      "appliesTo": "beveled shim plate plan"
    },
    {
      "label": "Half plan length dimension",
      "value": "(L+2\")/2",
      "unit": "",
      "appliesTo": "beveled shim plate plan"
    },
    {
      "label": "Plan width dimension",
      "value": "W+2\"",
      "unit": "",
      "appliesTo": "beveled shim plate plan"
    },
    {
      "label": "Half plan width dimension",
      "value": "(W+2\")/2",
      "unit": "",
      "appliesTo": "beveled shim plate plan"
    },
    {
      "label": "Hole diameter",
      "value": "3",
      "unit": "in",
      "appliesTo": "beveled shim plate center hole"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.",
    "ENDWALL NOT SHOWN"
  ],
  "labels": [
    "C BEAM",
    "BEVELED SHIM PLATE",
    "BEARING PAD",
    "1 1/2\" DIAMETER SMOOTH DOWEL",
    "SECTION A-A",
    "C BEVELED SHIM PLATE = C 3\" DIAMETER HOLE",
    "B"
  ],
  "description": "This crop shows a bearing/beveled shim plate detail sheet: an upper Section A-A through a beam end illustrating the beveled shim plate, bearing pad, smooth dowel, and preformed foam joint filler with local dimensions (5\", 1\", 1'-0\", 1 1/2\" dowel diameter); and a lower plan view of the beveled shim plate showing its parametric length/width dimensions (L+2\", W+2\", and their halves) and a 3\" diameter center hole aligned with the dowel and beam centerline. It documents the geometry of the bearing pad/beveled shim plate assembly referenced by the accompanying bearing schedule and material notes on this sheet."
}

p12_r02Detail

  • Smooth dowel×1circular (round bar)steel (per referenced note panel)1 1/2" diameter dowel shown vertical in section

5 in Height dimension in section1 in Offset dimension1'-0" Dowel embedment/length dimension1 1/2 in Dowel diameterL+2" Plan length dimension(L+2")/2 Half plan length dimensionW+2" Plan width dimension(W+2")/2 Half plan width dimension+1 more

crop

p12_r03

page 12 · other_p12_r03
Original
p12_r03
{
  "view": "Notes",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "",
      "material": "neoprene",
      "count": null,
      "note": "referenced in notes; not drawn in this crop"
    },
    {
      "name": "dowel",
      "tag": "",
      "shape": "circular",
      "material": "ASTM A709 Grade 50 steel",
      "count": null,
      "note": "referenced in notes; not drawn in this crop"
    }
  ],
  "measurements": [
    {
      "label": "Dowel diameter",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "dowel"
    },
    {
      "label": "AASHTO LRFD Section reference",
      "value": "14.7.6",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "AASHTO LRFD Construction Spec Section",
      "value": "18",
      "unit": "",
      "appliesTo": "bearing pad"
    }
  ],
  "notes": [
    "1. 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 1/2\" DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50.",
    "3. BEARING PADS SHALL BE MADE OF 60 DUROMETER HARDNESS NEOPRENE, GRADE 3 OR HIGHER [text cut off, partial]"
  ],
  "labels": [],
  "description": "This crop contains a partial list of general construction notes related to bearing pads and dowels, referencing AASHTO LRFD specifications and material requirements. No drawing elements, plan views, or dimensioned objects are shown, only text-based specification notes numbered 1 through 3, with note 3 cut off at the bottom of the crop."
}

p12_r03Notes

  • dowelcircularASTM A709 Grade 50 steelreferenced in notes; not drawn in this crop

1 1/2 in Dowel diameter14.7.6 AASHTO LRFD Section reference18 AASHTO LRFD Construction Spec Section