Drawing to BOQpipeline control sheet
← Mindmapwhat the drawings said

Preformed Joint Filler

5 pages · 10 crops · ×12 · material

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

The ontology would need a preformed joint filler material class.

How the sheets named it

Filler materialJoint fillerPreformed foam joint filler*

Every dimension read for it3

  • 1 inJoint filler thicknessp5 · p05_r02 details of 1 expansion joint in barrier
  • 1 inPreformed joint filler thicknessp5 · p05_r02
  • 1 injoint filler thicknessp9 · p09_r03 detail a

Notes on the sheets that carry it

  • p4PREFORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449
  • p4FILLER MATERIAL IN ACCORDANCE WITH SUB-SECTION 833.2.01 OF THE GEORGIA DOT SPECIFICATIONS, HOLD IN PLACE WITH 10d GALV. NAILS
  • p53/4" CHAMFER
  • p5LOW MODULUS SILICONE SEALANT (TYPE A)
  • p51" PREFORMED JOINT FILLER
  • p5HOLD IN PLACE WITH 10d GALV. NAILS.
  • p5DETAILS OF 1" EXPANSION JOINT IN BARRIER
  • p5NO SCALE
  • 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
  • p8END BENT 1 SHOWN, END BENT 4 SIMILAR
  • p8* NON-SHRINK, NON-METALLIC PORTLAND CEMENT GROUT IN ACCORDANCE WITH ASTM C1107, TROWEL TO PROVIDE POSITIVE DRAINAGE.
  • p8REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
  • p9BEARING PADS NOT SHOWN
  • p9BENT 2 SHOWN
  • p9BENT 3 SIMILAR
  • p91 1/2" CL. 3 SIDES
  • p91" DIA. PLAIN BAR
  • p9SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)
  • p9ROUND TO 1/4" R
  • p9REQUIRED CONST. JOINT., TYP.
  • p9SEE DETAIL "A"
  • p9BENT 2 SHOWN, BENT 3 SIMILAR
  • p91 1/2" CL., TYP.
  • p9C REQ'D. CONST. JOINT
  • 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

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

Page 4

crop

p04_r03 expansion joint details

page 4 · gdot_plan_649084f395824aaebf1f5ed48132696f_p04_r03_expansion_joint_details
Original
p04_r03 expansion joint details
{
  "view": "Detail",
  "objects": [
    {
      "name": "Expansion joint seal assembly",
      "tag": "",
      "shape": "rectangular groove with tapered/pinched sealant profile",
      "material": "preformed silicone joint seal / silicone adhesive",
      "count": 1,
      "note": "Shown in cross-section between two concrete edges"
    },
    {
      "name": "Filler material",
      "tag": "",
      "shape": "rectangular strip (hatched)",
      "material": "filler material per Georgia DOT sub-section 833.2.01",
      "count": 1,
      "note": "Located below the silicone seal, held with 10d galvanized nails"
    },
    {
      "name": "Concrete edge/nosing",
      "tag": "",
      "shape": "rounded edge (1/4\" R)",
      "material": "concrete (implied)",
      "count": 2,
      "note": "Two facing edges forming the joint gap"
    }
  ],
  "measurements": [
    {
      "label": "Joint opening width",
      "value": "1 3/8",
      "unit": "in",
      "appliesTo": "Expansion joint seal"
    },
    {
      "label": "Seal depth/height",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Expansion joint seal"
    },
    {
      "label": "Edge fillet radius",
      "value": "1/4",
      "unit": "in R",
      "appliesTo": "Concrete edge"
    }
  ],
  "notes": [
    "PREFORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449",
    "FILLER MATERIAL IN ACCORDANCE WITH SUB-SECTION 833.2.01 OF THE GEORGIA DOT SPECIFICATIONS, HOLD IN PLACE WITH 10d GALV. NAILS"
  ],
  "labels": [
    "1/4\" R",
    "SILICONE ADHESIVE",
    "EXPANSION JOINT DETAILS",
    "END BENTS 1 AND 4"
  ],
  "description": "This crop is a detail drawing showing a cross-section of an expansion joint seal assembly, likely at a bridge end bent. It illustrates the preformed silicone joint seal geometry, dimensions of the joint opening and seal depth, the silicone adhesive bond, and the filler material below, with associated specification references. The title at the bottom indicates this detail applies to End Bents 1 and 4 (text partially cut off)."
}

p04_r03 expansion joint detailsDetail

  • Filler material×1rectangular strip (hatched)filler material per Georgia DOT sub-section 833.2.01Located below the silicone seal, held with 10d galvanized nails

1 3/8 in Joint opening width1/2 in Seal depth/height1/4 in R Edge fillet radius

crop

p04_r03

page 4 · other_p04_r03
Original
p04_r03
{
  "view": "Detail",
  "objects": [
    {
      "name": "Expansion joint seal",
      "tag": "",
      "shape": "tapered/V-shaped preformed seal",
      "material": "silicone",
      "count": 1,
      "note": "Preformed silicone joint seal set into joint gap, per Special Provision Section 449"
    },
    {
      "name": "Silicone adhesive",
      "tag": "",
      "shape": "linear bead along joint faces",
      "material": "silicone",
      "count": 1,
      "note": "Applied along both vertical faces of joint opening"
    },
    {
      "name": "Filler material",
      "tag": "",
      "shape": "rectangular strip, hatched",
      "material": "per Georgia DOT Sub-Section 833.2.01",
      "count": 1,
      "note": "Held in place with 10d galvanized nails"
    },
    {
      "name": "Joint recess/nosing",
      "tag": "",
      "shape": "rounded edge, 1/4\" radius, with rounded top corners",
      "material": "concrete (implied by break lines)",
      "count": 2,
      "note": "Shown as broken/cut concrete edges on either side of joint, representing deck or end bent concrete adjacent to joint"
    }
  ],
  "measurements": [
    {
      "label": "Joint opening width",
      "value": "1 3/8",
      "unit": "in",
      "appliesTo": "expansion joint seal"
    },
    {
      "label": "Depth to silicone adhesive/seal top",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "expansion joint seal"
    },
    {
      "label": "Edge radius",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "joint edge (concrete corner)"
    }
  ],
  "notes": [
    "PREFORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449",
    "FILLER MATERIAL IN ACCORDANCE WITH SUB-SECTION 833.2.01 OF THE GEORGIA DOT SPECIFICATIONS, HOLD IN PLACE WITH 10d GALV. NAILS"
  ],
  "labels": [
    "EXPANSION JOINT DETAILS",
    "END BENTS 1 AND 4",
    "SILICONE ADHESIVE",
    "1/4\" R"
  ],
  "description": "This crop is a detail drawing titled 'EXPANSION JOINT DETAILS' for END BENTS 1 AND 4, showing a cross-section of a preformed silicone joint seal installed at a deck expansion joint. It calls out the seal per Special Provision Section 449, silicone adhesive bonding it to the concrete faces, a filler material below meeting Georgia DOT Sub-Section 833.2.01 held with 10d galvanized nails, and key dimensions (1 3/8\" opening, 1/2\" depth, 1/4\" edge radius). No quantities or schedule data are shown in this particular crop; the linked schedule panel on the same sheet is a separate superstructure quantities table not depicted here."
}

p04_r03Detail

  • Filler material×1rectangular strip, hatchedper Georgia DOT Sub-Section 833.2.01Held in place with 10d galvanized nails

1 3/8 in Joint opening width1/2 in Depth to silicone adhesive/seal top1/4 in Edge radius

Page 5

crop

p05_r02 details of 1 expansion joint in barrier

page 5 · gdot_plan_649084f395824aaebf1f5ed48132696f_p05_r02_details_of_1_expansion_joint_in_barrier
Original
p05_r02 details of 1 expansion joint in barrier
{
  "view": "Detail",
  "objects": [
    {
      "name": "Expansion joint (barrier)",
      "tag": "",
      "shape": "rectangular joint with chamfered edges",
      "material": "preformed joint filler / silicone sealant",
      "count": 1,
      "note": "Shown in Plan and Elevation views, joint width 1\" with 3/4\" chamfers on both faces"
    },
    {
      "name": "Barrier (traffic/parapet)",
      "tag": "",
      "shape": "tapered/trapezoidal profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Side Elevation, only partial profile with expansion joint at base area indicated by 3\" dimension"
    },
    {
      "name": "Preformed joint filler",
      "tag": "",
      "shape": "rectangular strip, 1\" thick",
      "material": "preformed filler material",
      "count": 1,
      "note": "Located within barrier joint, held with 10d galvanized nails per note"
    },
    {
      "name": "Low modulus silicone sealant (Type A)",
      "tag": "",
      "shape": "linear sealant bead",
      "material": "silicone sealant",
      "count": 1,
      "note": "Applied at joint face, both plan and elevation views"
    }
  ],
  "measurements": [
    {
      "label": "Chamfer",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "barrier edge chamfer"
    },
    {
      "label": "Joint filler thickness",
      "value": "1",
      "unit": "in",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "Top offset",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "joint filler top clearance"
    },
    {
      "label": "Bottom offset",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "joint filler bottom clearance (elevation view)"
    },
    {
      "label": "Nail size",
      "value": "10d",
      "unit": "",
      "appliesTo": "galvanized nails holding joint filler"
    },
    {
      "label": "Side elevation offset",
      "value": "3",
      "unit": "in",
      "appliesTo": "barrier side elevation, joint location from base"
    }
  ],
  "notes": [
    "3/4\" CHAMFER",
    "LOW MODULUS SILICONE SEALANT (TYPE A)",
    "1\" PREFORMED JOINT FILLER",
    "HOLD IN PLACE WITH 10d GALV. NAILS.",
    "DETAILS OF 1\" EXPANSION JOINT IN BARRIER",
    "NO SCALE"
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "SIDE ELEVATION",
    "DETAILS OF 1\" EXPANSION JOINT IN BARRIER",
    "NO SCALE",
    "NTS"
  ],
  "description": "This crop shows a detail sheet illustrating a 1-inch expansion joint within a concrete traffic barrier, presented in Plan, Elevation, and Side Elevation views. The detail specifies a preformed joint filler with 3/4-inch chamfered edges, sealed with low modulus silicone sealant (Type A), and notes that the filler is held in place with 10d galvanized nails. The side elevation shows a partial tapered barrier profile with the joint located near its base, dimensioned at 3 inches from the base to the joint start."
}

p05_r02 details of 1 expansion joint in barrierDetail

  • Preformed joint filler×1rectangular strip, 1" thickpreformed filler materialLocated within barrier joint, held with 10d galvanized nails per note

3/4 in Chamfer1 in Joint filler thickness3/4 in Top offset3/4 in Bottom offset10d Nail size3 in Side elevation offset

crop

p05_r02

page 5 · other_p05_r02
Original
p05_r02
{
  "view": "Detail",
  "objects": [
    {
      "name": "Expansion joint (in barrier)",
      "tag": "",
      "shape": "rectangular/vertical joint",
      "material": "preformed joint filler with silicone sealant",
      "count": 1,
      "note": "Shown in Plan, Elevation, and Side Elevation views"
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "tapered (sloped face)",
      "material": "concrete",
      "count": 1,
      "note": "Side elevation shows tapered barrier profile with chamfer and joint"
    },
    {
      "name": "Chamfer",
      "tag": "",
      "shape": "linear edge chamfer",
      "material": "concrete",
      "count": 1,
      "note": "3/4\" chamfer at barrier edge"
    },
    {
      "name": "Preformed joint filler",
      "tag": "",
      "shape": "rectangular strip",
      "material": "preformed filler material",
      "count": 1,
      "note": "1\" thick, spans joint width"
    },
    {
      "name": "Silicone sealant",
      "tag": "",
      "shape": "linear bead",
      "material": "low modulus silicone (Type A)",
      "count": 1,
      "note": "Applied at joint face"
    }
  ],
  "measurements": [
    {
      "label": "Chamfer size",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "barrier edge chamfer"
    },
    {
      "label": "Joint filler cover (plan)",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "preformed joint filler, plan view top"
    },
    {
      "label": "Joint filler cover (plan)",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "preformed joint filler, plan view bottom"
    },
    {
      "label": "Preformed joint filler thickness",
      "value": "1",
      "unit": "in",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "Joint filler cover (elevation)",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "preformed joint filler, elevation view top"
    },
    {
      "label": "Offset dimension",
      "value": "3",
      "unit": "in",
      "appliesTo": "side elevation, base of barrier"
    }
  ],
  "notes": [
    "HOLD IN PLACE WITH 10d GALV. NAILS."
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "SIDE ELEVATION",
    "DETAILS OF 1\" EXPANSION JOINT IN BARRIER",
    "NO SCALE",
    "JOINTS"
  ],
  "description": "This crop is a detail sheet showing the construction of a 1-inch expansion joint within a concrete barrier, illustrated in plan, elevation, and side elevation views. It specifies a 3/4-inch chamfer, 1-inch preformed joint filler, and low modulus silicone sealant (Type A) at the joint, with the filler held in place using 10d galvanized nails. The side elevation shows the tapered barrier profile with a 3-inch offset dimension near its base."
}

p05_r02Detail

  • Preformed joint filler×1rectangular strippreformed filler material1" thick, spans joint width

3/4 in Chamfer size3/4 in Joint filler cover (plan)3/4 in Joint filler cover (plan)1 in Preformed joint filler thickness3/4 in Joint filler cover (elevation)3 in Offset dimension

Page 8

crop

p08_r01 for further details see georgia dot spec

page 8 · gdot_plan_649084f395824aaebf1f5ed48132696f_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": "3'-0\" ENDWALL",
      "shape": "rectangular/tapered",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Section Thru Endwall at left side of deck"
    },
    {
      "name": "Endwall",
      "tag": "1'-6\" ENDWALL",
      "shape": "rectangular/tapered",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Section Thru Endwall, inboard of 3'-0\" endwall"
    },
    {
      "name": "Deck slab",
      "tag": "SLAB",
      "shape": "tapered, cross-slope 2%",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Spans full width shown, SR 21 WB = PGL centerline marked"
    },
    {
      "name": "Girder/Beam",
      "tag": "",
      "shape": "bulb-tee / I-section (PSC beam)",
      "material": "precast concrete",
      "count": 5,
      "note": "Repeating beam sections shown under deck slab; rebar marks 900A/900B point to beam tops"
    },
    {
      "name": "Preformed joint filler",
      "tag": "",
      "shape": "strip",
      "material": "preformed foam/elastomeric",
      "count": 3,
      "note": "1/2\" preformed joint filler (typ.) and 1\" preformed foam joint filler around pad"
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint parallel with deck, 1\" gap min."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "tapered/rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Fence Elevation and Fence Post Detail, supports fence"
    },
    {
      "name": "End post (fence)",
      "tag": "",
      "shape": "vertical pipe",
      "material": "galvanized/zinc coated steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pull post (fence)",
      "tag": "",
      "shape": "2 7/8\" dia pipe",
      "material": "zinc coated steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Fence post (typical vertical)",
      "tag": "",
      "shape": "2 7/8\" dia pipe, curved top 45°",
      "material": "zinc coated steel",
      "count": null,
      "note": "Post spaced per Fence Notes 6, curved top detail with 2'-6\" R"
    },
    {
      "name": "Tension bar",
      "tag": "",
      "shape": "1 5/8\" dia pipe",
      "material": "zinc coated steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Truss bracing",
      "tag": "",
      "shape": "diagonal 1 5/8\" dia pipe",
      "material": "zinc coated steel",
      "count": null,
      "note": "At end or pull post"
    },
    {
      "name": "Chain link fence fabric",
      "tag": "",
      "shape": "woven mesh",
      "material": "zinc coated steel, 9 gage",
      "count": 1,
      "note": "Security fence, 2 inch mesh"
    },
    {
      "name": "Pipe sleeve",
      "tag": "",
      "shape": "circular",
      "material": "galvanized steel",
      "count": 1,
      "note": "4\" dia. std. wt. pipe sleeve cast in barrier"
    },
    {
      "name": "End bent cap/section",
      "tag": "END BENT 1",
      "shape": "as detailed in Section at Endwall",
      "material": "reinforced concrete",
      "count": 1,
      "note": "End Bent 4 similar per note"
    },
    {
      "name": "Reinforcement bar",
      "tag": "900A",
      "shape": "bent bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "4-900A called out at girder top"
    },
    {
      "name": "Reinforcement bar",
      "tag": "900B",
      "shape": "bent bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "4-900B called out at girder tops, two locations"
    },
    {
      "name": "Reinforcement bar",
      "tag": "401",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "4-401 shown in Section at Endwall; series not shown in main section per note"
    },
    {
      "name": "Reinforcement bar",
      "tag": "504A",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "2-504A AT END"
    },
    {
      "name": "Reinforcement bar",
      "tag": "504B",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "8-504B AT 12\"± BETWEEN BEAMS"
    },
    {
      "name": "Reinforcement bar",
      "tag": "505",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "1-505 shown"
    },
    {
      "name": "Reinforcement bar",
      "tag": "506A",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "506B",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "506B AT 18\"± ALT. TO GIVE 9\" SP."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out as 'BEARING NOT S[HOWN]' - not depicted, text partial/cut off"
    },
    {
      "name": "Slab reinforcement",
      "tag": "",
      "shape": "",
      "material": "reinforcement steel",
      "count": null,
      "note": "Noted as not shown in Section at Endwall"
    }
  ],
  "measurements": [
    {
      "label": "Overhang width",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "Section Thru Endwall, left edge"
    },
    {
      "label": "Width",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall, left edge"
    },
    {
      "label": "Width",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall, main span"
    },
    {
      "label": "Width",
      "value": "6'-8\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall, right side"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall, right edge"
    },
    {
      "label": "Barrier height at right",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall right barrier"
    },
    {
      "label": "Cross slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "Deck slab"
    },
    {
      "label": "Gap min.",
      "value": "1",
      "unit": "in",
      "appliesTo": "Construction joint at deck"
    },
    {
      "label": "Joint filler thickness",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Preformed joint filler, typical"
    },
    {
      "label": "Joint filler thickness",
      "value": "1",
      "unit": "in",
      "appliesTo": "Preformed foam joint filler around pad"
    },
    {
      "label": "Post spacing max",
      "value": "12",
      "unit": "in",
      "appliesTo": "Tension bar bands O.C. max"
    },
    {
      "label": "Pipe diameter",
      "value": "1 5/8",
      "unit": "in",
      "appliesTo": "Tension bar/truss bracing pipe, zinc coated"
    },
    {
      "label": "Pipe diameter",
      "value": "2 7/8",
      "unit": "in",
      "appliesTo": "Fence pipe, typical"
    },
    {
      "label": "Pull post width",
      "value": "2 7/8",
      "unit": "in",
      "appliesTo": "Pull post diameter"
    },
    {
      "label": "Offset",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence elevation, base dimension"
    },
    {
      "label": "Offset",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Offset dimension in fence elevation"
    },
    {
      "label": "Fence height",
      "value": "5'-1\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail"
    },
    {
      "label": "Fence height",
      "value": "4'-7\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail"
    },
    {
      "label": "Total height",
      "value": "10'-4\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail total"
    },
    {
      "label": "Fence height",
      "value": "7'-0\"",
      "unit": "ft-in",
      "appliesTo": "Zinc coated fence height"
    },
    {
      "label": "Base height",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail base"
    },
    {
      "label": "Barrier height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail barrier"
    },
    {
      "label": "Curve radius",
      "value": "2'-6\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail curved top, R"
    },
    {
      "label": "Angle",
      "value": "45",
      "unit": "degrees",
      "appliesTo": "Fence Post Detail curved top"
    },
    {
      "label": "Offset dimension",
      "value": "10 1/4\"",
      "unit": "in",
      "appliesTo": "Fence Post Detail"
    },
    {
      "label": "Pipe sleeve diameter",
      "value": "4",
      "unit": "in",
      "appliesTo": "Pipe sleeve, std wt"
    },
    {
      "label": "Section at Endwall width",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "Section at Endwall top dimension"
    },
    {
      "label": "Section at Endwall width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Section at Endwall width",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Radius",
      "value": "1/4\"",
      "unit": "in",
      "appliesTo": "Section at Endwall, R"
    },
    {
      "label": "Clear cover",
      "value": "3 1/2",
      "unit": "in min",
      "appliesTo": "Section at Endwall min. clearance"
    },
    {
      "label": "Depth",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Depth",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Depth",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Depth",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Clearance",
      "value": "2\" CL. 3 SIDES",
      "unit": "in",
      "appliesTo": "Section at Endwall reinforcement clearance"
    },
    {
      "label": "Spacing",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "Section at Endwall dimension near 506A"
    },
    {
      "label": "Bar spacing",
      "value": "18\"±",
      "unit": "in",
      "appliesTo": "506B bar spacing"
    },
    {
      "label": "Alt spacing",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "506B alternate spacing"
    },
    {
      "label": "Bar spacing",
      "value": "12\"±",
      "unit": "in",
      "appliesTo": "504B bar spacing between beams"
    },
    {
      "label": "Post fastening interval max",
      "value": "14",
      "unit": "in",
      "appliesTo": "Fence fabric fastening (Fence Note 5)"
    },
    {
      "label": "Post spacing min",
      "value": "7'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing minimum (Fence Note 6)"
    },
    {
      "label": "Post spacing max",
      "value": "10'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing maximum (Fence Note 6)"
    },
    {
      "label": "Post distance from joint",
      "value": "1'-0\"",
      "unit": "ft-in min",
      "appliesTo": "Fence post minimum distance from barrier joints (Fence Note 6)"
    }
  ],
  "notes": [
    "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",
    "END BENT 1 SHOWN, END BENT 4 SIMILAR",
    "* NON-SHRINK, NON-METALLIC PORTLAND CEMENT GROUT IN ACCORDANCE WITH ASTM C1107, TROWEL TO PROVIDE POSITIVE DRAINAGE.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP."
  ],
  "labels": [
    "SECTION THRU ENDWALL",
    "(LOOKING AHEAD, LEFT BRIDGE SHOWN, RIGHT BRIDGE SIMILAR)",
    "FENCE ELEVATION",
    "SCALE: 3/4\" = 1'-0\"",
    "FENCE POST DETAIL",
    "SECTION AT ENDWALL",
    "SCALE: 3/4\" = 1'-0\"",
    "SR 21 WB = PGL",
    "END POST",
    "CONST. JOINT",
    "BARRIER",
    "SLAB",
    "ZINC COATED FENCE",
    "TENSION BAR BANDS AT 12\" O.C. MAX.",
    "TENSION BAR ZINC COATED",
    "1 5/8\" DIA. PIPE ZINC COATED",
    "2 7/8\" DIA. PIPE, TYP.",
    "TRUSS BRACING AT END OR PULL",
    "POST VERT. ZINC COATED",
    "2 7/8\" PULL POST",
    "1/2\" OFFSET",
    "4\" DIA. STD. WT. PIPE SLEEVE",
    "7'-0\" ZINC COATED FENCE",
    "2 7/8\" DIA. PIPE"
  ],
  "description": "This sheet contains four related details for a bridge structure: a full-width Section Thru Endwall showing the deck cross-slope, precast beams, endwalls and joint fillers with rebar callouts 900A/900B; a Fence Elevation and Fence Post Detail showing chain link security fence construction with tension bars, truss bracing, and post dimensions atop a concrete barrier; and a Section at Endwall (End Bent 1, similar at End Bent 4) showing end bent reinforcement details (bars 900, 401, 504A, 504B, 506A, 506B, 505) with bearing area and waterproofing notes. It documents deck cross-section geometry, endwall/joint details, security fence construction requirements per Georgia DOT specifications, and end bent reinforcement layout for the barrier and beam seat area."
}

p08_r01 for further details see georgia dot specDetail

  • Preformed joint filler×3strippreformed foam/elastomeric1/2" preformed joint filler (typ.) and 1" preformed foam joint filler around pad

1 1/2 in Overhang width1'-8" ft-in Width34'-0" ft-in Width6'-8" ft-in Width1'-1" ft-in Width3'-6" ft-in Barrier height at right2 % Cross slope1 in Gap min.+36 more

crop

p08_r01

page 8 · other_p08_r01
Original
p08_r01
{
  "view": "Detail",
  "objects": [
    {
      "name": "Endwall",
      "tag": "3'-0\" ENDWALL",
      "shape": "rectangular/tapered",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Larger endwall shown at left of section thru endwall"
    },
    {
      "name": "Endwall",
      "tag": "1'-6\" ENDWALL",
      "shape": "rectangular/tapered",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Smaller endwall shown at right side of deck"
    },
    {
      "name": "Girder",
      "tag": "",
      "shape": "I-girder",
      "material": "structural steel or precast concrete",
      "count": 6,
      "note": "Repeated girder sections shown in Section Thru Endwall"
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-900B",
      "shape": "",
      "material": "reinforced steel",
      "count": 2,
      "note": "Located at each endwall"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-900A",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": "Located mid-span area of section"
    },
    {
      "name": "Preformed joint filler",
      "tag": "",
      "shape": "strip",
      "material": "preformed elastomeric material",
      "count": 3,
      "note": "1/2\" and 1\" thicknesses noted at joints and around pad"
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Required construction joint parallel with deck"
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "tapered/rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in Fence Elevation and Fence Post Detail atop slab"
    },
    {
      "name": "Fence",
      "tag": "",
      "shape": "chain link with pipe posts",
      "material": "zinc coated steel",
      "count": 1,
      "note": "9 gage chain link security fence per notes"
    },
    {
      "name": "Fence post",
      "tag": "",
      "shape": "pipe, curved top",
      "material": "zinc coated steel",
      "count": 1,
      "note": "2 7/8\" dia. pipe pull post with truss bracing"
    },
    {
      "name": "Pipe sleeve",
      "tag": "",
      "shape": "circular",
      "material": "galvanized steel",
      "count": 1,
      "note": "4\" dia. std. wt. pipe sleeve cast in parapet"
    },
    {
      "name": "Tension bar",
      "tag": "",
      "shape": "linear",
      "material": "zinc coated steel",
      "count": 1,
      "note": "Tension bar bands at 12\" o.c. max."
    },
    {
      "name": "Truss bracing",
      "tag": "",
      "shape": "diagonal",
      "material": "zinc coated steel",
      "count": 1,
      "note": "At end or pull post"
    },
    {
      "name": "End Bent",
      "tag": "END BENT 1 / END BENT 4",
      "shape": "",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section at Endwall shows End Bent 1; End Bent 4 similar per note"
    },
    {
      "name": "Reinforcement bar",
      "tag": "1-505",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": "Shown in Section at Endwall"
    },
    {
      "name": "Reinforcement bar",
      "tag": "506B",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": "At 18\" spacing, alt. to give 9\" sp."
    },
    {
      "name": "Reinforcement bar",
      "tag": "506A",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-900",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "8-504B",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": "At 12\"± between beams"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-504A",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": "At end of beam (text cut off)"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-401",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled 'BEARING NOT SH[OWN]', partially cut off"
    },
    {
      "name": "Waterproofing",
      "tag": "",
      "shape": "",
      "material": "per Section 530 Georgia DOT Specifications",
      "count": null,
      "note": "Callout only, not detailed as an item"
    }
  ],
  "measurements": [
    {
      "label": "Width",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "gap at left edge of section"
    },
    {
      "label": "Width",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "left endwall region"
    },
    {
      "label": "Length",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck section thru endwall span"
    },
    {
      "label": "Width",
      "value": "6'-8\"",
      "unit": "ft-in",
      "appliesTo": "right side of deck near endwall"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "right edge of section"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "right endwall parapet height"
    },
    {
      "label": "Slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck cross slope"
    },
    {
      "label": "Gap",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "required construction joint gap, min."
    },
    {
      "label": "Joint filler thickness",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "preformed joint filler, typ."
    },
    {
      "label": "Joint filler thickness",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "preformed foam joint filler around pad"
    },
    {
      "label": "Endwall height",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "3'-0\" ENDWALL"
    },
    {
      "label": "Endwall height",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "1'-6\" ENDWALL"
    },
    {
      "label": "Fence fabric interval",
      "value": "14",
      "unit": "in",
      "appliesTo": "fence fastening interval, max"
    },
    {
      "label": "Post spacing minimum",
      "value": "7'-0\"",
      "unit": "ft-in",
      "appliesTo": "fence posts, min."
    },
    {
      "label": "Post spacing maximum",
      "value": "10'-0\"",
      "unit": "ft-in",
      "appliesTo": "fence posts, max."
    },
    {
      "label": "Post offset from joint",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "fence posts min from barrier joints"
    },
    {
      "label": "Tension bar band spacing",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "tension bar bands o.c. max."
    },
    {
      "label": "Pipe diameter",
      "value": "1 5/8\"",
      "unit": "in",
      "appliesTo": "pipe, zinc coated (fence)"
    },
    {
      "label": "Pipe diameter",
      "value": "2 7/8\"",
      "unit": "in",
      "appliesTo": "pipe, typ. (fence posts)"
    },
    {
      "label": "Offset",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "offset dimension in fence elevation"
    },
    {
      "label": "Distance",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "end post/const joint spacing"
    },
    {
      "label": "Radius",
      "value": "2'-6\"",
      "unit": "ft-in",
      "appliesTo": "fence post curve radius"
    },
    {
      "label": "Angle",
      "value": "45°",
      "unit": "degrees",
      "appliesTo": "fence post bend angle"
    },
    {
      "label": "Dimension",
      "value": "10 1/4\"",
      "unit": "in",
      "appliesTo": "fence post detail"
    },
    {
      "label": "Height",
      "value": "5'-1\"",
      "unit": "ft-in",
      "appliesTo": "fence post detail"
    },
    {
      "label": "Height",
      "value": "4'-7\"",
      "unit": "ft-in",
      "appliesTo": "fence post height"
    },
    {
      "label": "Height",
      "value": "10'-4\"",
      "unit": "ft-in",
      "appliesTo": "overall fence post detail height"
    },
    {
      "label": "Fence height",
      "value": "7'-0\"",
      "unit": "ft",
      "appliesTo": "zinc coated fence"
    },
    {
      "label": "Distance",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "fence post detail lower dimension"
    },
    {
      "label": "Barrier height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "barrier in fence post detail"
    },
    {
      "label": "Pipe sleeve diameter",
      "value": "4\"",
      "unit": "in",
      "appliesTo": "pipe sleeve, std wt."
    },
    {
      "label": "Clear cover",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "CL. 3 SIDES, section at endwall"
    },
    {
      "label": "Minimum clearance",
      "value": "3 1/2\"",
      "unit": "in",
      "appliesTo": "506B min. clearance"
    },
    {
      "label": "Dimension",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "section at endwall top dimension"
    },
    {
      "label": "Dimension",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "section at endwall dimension"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "section at endwall dimension"
    },
    {
      "label": "Dimension",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "section at endwall vertical dimension"
    },
    {
      "label": "Dimension",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "section at endwall vertical dimension"
    },
    {
      "label": "Dimension",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "section at endwall vertical dimension"
    },
    {
      "label": "Dimension",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "section at endwall lower dimension"
    },
    {
      "label": "Spacing",
      "value": "18\"",
      "unit": "in",
      "appliesTo": "506B rebar spacing, approx."
    },
    {
      "label": "Spacing",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "506B alt. spacing to give"
    },
    {
      "label": "Spacing",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "8-504B spacing between beams, approx."
    },
    {
      "label": "Radius",
      "value": "1/4\"",
      "unit": "in",
      "appliesTo": "corner radius, section at endwall"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Fence Elevation, Fence Post Detail, Section at Endwall"
    }
  ],
  "notes": [
    "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",
    "* NON-SHRINK, NON-METALLIC PORTLAND CEMENT GROUT IN ACCORDANCE WITH ASTM C1107, TROWEL TO PROVIDE POSITIVE DRAINAGE.",
    "END BENT 1 SHOWN, END BENT 4 SIMILAR"
  ],
  "labels": [
    "SECTION THRU ENDWALL",
    "(LOOKING AHEAD, LEFT BRIDGE SHOWN, RIGHT BRIDGE SIMILAR)",
    "SR 21 WB = PGL",
    "FENCE ELEVATION",
    "FENCE POST DETAIL",
    "SECTION AT ENDWALL",
    "SCALE: 3/4\" = 1'-0\"",
    "BARRIER",
    "SLAB",
    "END POST",
    "CONST. JOINT",
    "TENSION BAR ZINC COATED",
    "ZINC COATED FENCE",
    "POST VERT. ZINC COATED",
    "TRUSS BRACING AT END OR PULL",
    "2 7/8\" PULL POST",
    "4\" DIA. STD. WT. PIPE SLEEVE",
    "7'-0\" ZINC COATED FENCE",
    "BEARING NOT SH[OWN]"
  ],
  "description": "This crop contains multiple bridge structural details: a full-width cross section thru an endwall showing girders, deck slab, endwall heights, and joint fillers with rebar marks (4-900A/B); a set of fence notes governing chain link security fence construction; a fence elevation and fence post detail showing pipe post dimensions and bracing; and a section at the endwall (End Bent 1/4) showing reinforcement bars, bearing area (not shown), and waterproofing callout. The sheet appears to document both superstructure endwall/deck geometry and appurtenant fence/security barrier details for a bridge, likely along SR 21."
}

p08_r01Detail

  • Preformed joint filler×3strippreformed elastomeric material1/2" and 1" thicknesses noted at joints and around pad

1 1/2 in Width1'-8" ft-in Width34'-0" ft-in Length6'-8" ft-in Width1'-1" ft-in Width3'-6" ft-in Height2% % Slope1" in Gap+37 more

Page 9

crop

p09_r03 detail a

page 9 · gdot_plan_649084f395824aaebf1f5ed48132696f_p09_r03_detail_a
Original
p09_r03 detail a
{
  "view": "Section",
  "objects": [
    {
      "name": "Edge beam",
      "tag": "",
      "shape": "rectangular with tapered haunch",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section thru edge beam at Bent 2, Bent 3 similar; shows preformed joint filler and construction joint"
    },
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "elastomeric (implied)",
      "count": null,
      "note": "Noted as 'not shown' in this section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Spaced at 18\" per note"
    },
    {
      "name": "Reinforcement bar",
      "tag": "800",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "2-800 bars shown"
    },
    {
      "name": "Reinforcement bar",
      "tag": "508",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "509",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "404",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "801",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "1-801 bar"
    },
    {
      "name": "Reinforcement bar",
      "tag": "802",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "1-802 bar"
    },
    {
      "name": "Joint filler",
      "tag": "*",
      "shape": "strip",
      "material": "preformed material",
      "count": 1,
      "note": "1\" preformed joint filler at construction joint"
    },
    {
      "name": "Diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "10\" concrete diaphragm, Section thru diaphragm, Span 2"
    },
    {
      "name": "Reinforcement bar",
      "tag": "507B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": "2-507B top and 2-507B bottom shown, total 4 visible"
    },
    {
      "name": "Reinforcement bar",
      "tag": "402B",
      "shape": "bar, crossed/diagonal",
      "material": "reinforcing steel",
      "count": 4,
      "note": "4-402B bars"
    },
    {
      "name": "Reinforcement bar",
      "tag": "403B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Plain bar",
      "tag": "",
      "shape": "round, 1\" dia.",
      "material": "plain steel bar",
      "count": 1,
      "note": "1\" dia. plain bar noted"
    },
    {
      "name": "Joint sealer detail",
      "tag": "Detail A",
      "shape": "notched joint profile",
      "material": "silicone sealant (Type B, C or D)",
      "count": 1,
      "note": "Detail A shows required construction joint with silicone sealant type joint sealer"
    }
  ],
  "measurements": [
    {
      "label": "width",
      "value": "8",
      "unit": "in",
      "appliesTo": "edge beam section, left overhang"
    },
    {
      "label": "width",
      "value": "1'-0 1/2",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "width",
      "value": "1'-0 1/2",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "width",
      "value": "8",
      "unit": "in",
      "appliesTo": "edge beam section, right overhang"
    },
    {
      "label": "clearance",
      "value": "4",
      "unit": "in",
      "appliesTo": "top cover, edge beam"
    },
    {
      "label": "depth",
      "value": "8",
      "unit": "in",
      "appliesTo": "haunch/taper, edge beam"
    },
    {
      "label": "spacing",
      "value": "18",
      "unit": "in",
      "appliesTo": "506A bar spacing"
    },
    {
      "label": "clearance",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "clearance, 3 sides, edge beam stirrup"
    },
    {
      "label": "width",
      "value": "1'-0",
      "unit": "",
      "appliesTo": "edge beam section, left dimension"
    },
    {
      "label": "width",
      "value": "1'-0",
      "unit": "",
      "appliesTo": "edge beam section, right dimension"
    },
    {
      "label": "joint filler thickness",
      "value": "1",
      "unit": "in",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section thru edge beam"
    },
    {
      "label": "height",
      "value": "3'-0",
      "unit": "",
      "appliesTo": "diaphragm section overall depth"
    },
    {
      "label": "clearance",
      "value": "2",
      "unit": "in",
      "appliesTo": "top clearance, diaphragm section"
    },
    {
      "label": "width",
      "value": "10",
      "unit": "in",
      "appliesTo": "concrete diaphragm width"
    },
    {
      "label": "clearance",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "clearance typical, diaphragm reinforcement"
    },
    {
      "label": "diameter",
      "value": "1",
      "unit": "in",
      "appliesTo": "plain bar diameter"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section thru diaphragm"
    },
    {
      "label": "width",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "Detail A joint profile"
    },
    {
      "label": "width",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Detail A joint profile"
    },
    {
      "label": "width",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "Detail A required construction joint width"
    },
    {
      "label": "radius",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "Detail A rounding radius"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN",
    "BEARING PADS NOT SHOWN",
    "* 1\" PREFORMED JOINT FILLER",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR",
    "1 1/2\" CL. 3 SIDES",
    "1\" DIA. PLAIN BAR",
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4\" R",
    "REQUIRED CONST. JOINT., TYP.",
    "SEE DETAIL \"A\""
  ],
  "labels": [
    "SECTION THRU EDGE BEAM",
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "DETAIL \"A\"",
    "NO SCALE",
    "SCALE: 3/4\" = 1'-0\"",
    "C REQ'D. CONST. JOINT",
    "TOP OF BEAM",
    "10\" CONC. DIAPH."
  ],
  "description": "This crop contains three related structural details for a bridge superstructure: a Section thru Edge Beam at Bent 2 (Bent 3 similar) showing beam haunch geometry, reinforcement bars (506A, 800, 508, 509, 404, 801, 802), preformed joint filler, and a required construction joint; a Section thru Diaphragm for Span 2 showing a 10-inch concrete diaphragm with reinforcement (507B, 402B, 403B) and a 1-inch diameter plain bar; and Detail 'A' (no scale) illustrating a required construction joint with silicone sealant joint sealer dimensions. Slab reinforcement and bearing pads are explicitly noted as not shown in these sections."
}

p09_r03 detail aSection

  • Joint filler*×1strippreformed material1" preformed joint filler at construction joint

8 in width1'-0 1/2 width1'-0 1/2 width8 in width4 in clearance8 in depth18 in spacing1 1/2 in clearance+14 more

crop

p09_r03

page 9 · other_p09_r03
Original
p09_r03
{
  "view": "Detail",
  "objects": [
    {
      "name": "Edge beam",
      "tag": "",
      "shape": "rectangular with notched joint",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section thru edge beam at Bent 2 (Bent 3 similar); shows construction joint, preformed joint filler, and reinforcement bars 506A, 800, 508, 509, 801/802, 404"
    },
    {
      "name": "Reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "reinforced steel",
      "count": null,
      "note": "spaced at 18\" per printed callout"
    },
    {
      "name": "Reinforcement bar",
      "tag": "800",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 2,
      "note": "2-800 shown at top of section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "508",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "509",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "801",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "802",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "404",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "noted as 'not shown' in this section"
    },
    {
      "name": "Preformed joint filler",
      "tag": "*",
      "shape": "strip",
      "material": "",
      "count": null,
      "note": "1\" preformed joint filler at construction joint"
    },
    {
      "name": "Diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section thru diaphragm, Span 2, 10\" concrete diaphragm"
    },
    {
      "name": "Reinforcement bar",
      "tag": "507B",
      "shape": "stirrup/tie",
      "material": "reinforced steel",
      "count": 4,
      "note": "2-507B top and 2-507B bottom shown"
    },
    {
      "name": "Reinforcement bar",
      "tag": "402B",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 4,
      "note": "4-402B diagonal bars"
    },
    {
      "name": "Reinforcement bar",
      "tag": "403B",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Plain bar",
      "tag": "",
      "shape": "round",
      "material": "steel",
      "count": 1,
      "note": "1\" dia. plain bar shown at center of diaphragm section"
    },
    {
      "name": "Joint sealer detail",
      "tag": "Detail A",
      "shape": "V-groove joint",
      "material": "silicone sealant",
      "count": 1,
      "note": "Detail A - silicone sealant type joint sealer (Type B, C or D) at required construction joint"
    }
  ],
  "measurements": [
    {
      "label": "width",
      "value": "8",
      "unit": "in",
      "appliesTo": "Section thru edge beam"
    },
    {
      "label": "width",
      "value": "1'-0 1/2",
      "unit": "ft-in",
      "appliesTo": "Section thru edge beam"
    },
    {
      "label": "width",
      "value": "1'-0 1/2",
      "unit": "ft-in",
      "appliesTo": "Section thru edge beam"
    },
    {
      "label": "width",
      "value": "8",
      "unit": "in",
      "appliesTo": "Section thru edge beam"
    },
    {
      "label": "clearance",
      "value": "4",
      "unit": "in",
      "appliesTo": "506A/2-800 area, top clearance"
    },
    {
      "label": "depth",
      "value": "8",
      "unit": "in",
      "appliesTo": "801/802 bar region"
    },
    {
      "label": "clearance",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "508/509/404 region, 3 sides"
    },
    {
      "label": "width",
      "value": "1'-0",
      "unit": "ft",
      "appliesTo": "lower slab section left"
    },
    {
      "label": "width",
      "value": "1'-0",
      "unit": "ft",
      "appliesTo": "lower slab section right"
    },
    {
      "label": "height",
      "value": "3'-0",
      "unit": "ft",
      "appliesTo": "Section thru diaphragm"
    },
    {
      "label": "clearance",
      "value": "2",
      "unit": "in",
      "appliesTo": "Section thru diaphragm top"
    },
    {
      "label": "clearance",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "403B/402B region, typical"
    },
    {
      "label": "width",
      "value": "10",
      "unit": "in",
      "appliesTo": "concrete diaphragm width"
    },
    {
      "label": "depth",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "Detail A joint groove"
    },
    {
      "label": "depth",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Detail A joint groove"
    },
    {
      "label": "width",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "Detail A joint groove width"
    },
    {
      "label": "radius",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "Detail A round to R"
    },
    {
      "label": "scale",
      "value": "3/4\"=1'-0",
      "unit": "",
      "appliesTo": "Section thru edge beam"
    },
    {
      "label": "scale",
      "value": "3/4\"=1'-0",
      "unit": "",
      "appliesTo": "Section thru diaphragm"
    },
    {
      "label": "scale",
      "value": "NO SCALE",
      "unit": "",
      "appliesTo": "Detail A"
    }
  ],
  "notes": [
    "SEE DETAIL \"A\"",
    "SLAB REINFORCEMENT NOT SHOWN",
    "* 1\" PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "BENT 2 SHOWN, BENT 3 SIMILAR",
    "1 1/2\" CL., TYP.",
    "1\" DIA. PLAIN BAR",
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4\" R",
    "REQUIRED CONST. JOINT., TYP.",
    "C REQ'D. CONST. JOINT"
  ],
  "labels": [
    "SECTION THRU EDGE BEAM",
    "SECTION THRU DIAPHRAGM",
    "DETAIL \"A\"",
    "SPAN 2",
    "TOP OF BEAM",
    "10\" CONC. DIAPH."
  ],
  "description": "This crop shows three related reinforced-concrete details for a bridge superstructure: a cross section through the edge beam at Bent 2 (with Bent 3 similar) showing reinforcement bars (506A, 800, 508, 509, 801, 802, 404), a required construction joint with preformed joint filler, and a note that bearing pads are not shown; a cross section through a diaphragm at Span 2 showing a 10\" concrete diaphragm with stirrups (507B), diagonal bars (402B, 403B) and a 1\" diameter plain bar; and a small no-scale Detail 'A' illustrating the silicone sealant joint sealer profile at a required construction joint. Slab reinforcement is explicitly noted as not shown in both main sections."
}

p09_r03Detail

  • Preformed joint filler*strip1" preformed joint filler at construction joint

8 in width1'-0 1/2 ft-in width1'-0 1/2 ft-in width8 in width4 in clearance8 in depth1 1/2 in clearance1'-0 ft width+12 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

  • Preformed foam joint fillerrectangular (shown hatched)foamPer legend, in accordance with GA DOT Sub-section 833.2.10

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_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

  • Preformed foam joint filler×1rectangular (hatched)foamIndicated by hatched legend symbol

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