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Edge Beam

5 pages · 16 crops · ×36 · deck

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

The ontology would need an edge beam component class.

How the sheets named it

edgebeamEdgebeamedge beam forms

Every dimension read for it18

  • 1'-0"edgebeamp4 · p04_r02 deck plan of span 1 with beams and dimensions
  • 1'-0"offsetnot attributedp4 · span_1
  • 8"filletnot attributedp4 · span_1
  • 81°-20'-05.0"bearing anglenot attributedp4 · span_1
  • 1'-0"edgebeamp4 · span_1
  • 5'-0"dimension at marked locationsnot attributedp4 · span_1
  • 1'-0"edgebeam widthp5 · p05_r01 deck plan
  • 1'-0”Edgebeam widthp5 · span_2
  • 1'-0"edgebeam widthp6 · p06_r01
  • 1'-0"edgebeam widthp6 · p06_r01 deck plan span 3
  • 72 HOURSform removal timep7 · p07_r12
  • 72 HOURSForm removal timep7 · p07_r13
  • 72 HOURSForm removal durationp7 · p07_r12 section thru edge beam
  • 72 HOURSminimum time after deck pour before edge beam form removalp7 · p07_r17 construction notes for edge beam forms and section orientation
  • 8”horizontal dimensionp9 · p09_r03
  • 8”horizontal dimensionp9 · p09_r03
  • 8”vertical dimensionp9 · p09_r03
  • 72 HOURSedge beam form removal timep9 · p09_r05

Notes on the sheets that carry it

  • p43'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
  • p48" FILLET, TYP.
  • p481°-20'-05.0", TYP.
  • p410" CONCRETE DIAPHRAGM, TYP.
  • p41'-0" EDGEBEAM, TYP.
  • p412" PAVING REST
  • p41'-6" ENDWALL
  • p4FENCE POST SPACING
  • p4GUTTER TO GUTTER
  • p4OUT TO OUT
  • p5BARS ARE DETAILED IN BAR DETAILS AS EQUIV. FULL LENGTH BARS.
  • p5* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA SPECIFICATION FOR PLACEMENT OF 500B BAR.
  • p52'-0” MIN. LAP
  • p5AT B.F.P.R. OR CONST. JOINT
  • p7FENCE NOT SHOWN, TYP.
  • p7POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.
  • p7NOTE: BEARING PADS NOT SHOWN
  • p7DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH.
  • p7NOTE:
  • p7SECTIONS SHOWN ARE FOR LEFT BRIDGE LOOKING AHEAD, RIGHT BRIDGE LOOKING BACK.
  • p9SEE DETAIL “A”
  • p9REQ'D. CONST. JOINT
  • p9* 1” PREFORMED JOINT FILLER
  • p9BEARING PADS NOT SHOWN
  • p9SLAB REINFORCEMENT NOT SHOWN
  • p9TOP OF BEAM
  • p9SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)
  • p9ROUND TO 1/4” R
  • p9REQUIRED CONST. JOINT., TYP.
  • p9SECTIONS SHOWN ARE FOR LEFT BRID... (partial)
  • p9BENT 2 SHOWN
  • p9BENT 3 SIMILAR

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

Page 4

crop

p04_r01 deck plan

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r01_deck_plan
Original
p04_r01 deck plan
{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge deck",
      "tag": "SPAN I",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan portions are shown on opposite sides of the construction centerline."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Beams 1–6 are shown in the upper portion and Beams 7–12 in the lower portion."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP. at the exterior edges."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Exterior endwalls are called out as 3'-0\" outside exterior beam and 1'-6\" at the opposite end."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "linear",
      "material": "concrete",
      "count": 4,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "fence post",
      "tag": "* / **",
      "shape": "point",
      "material": "",
      "count": null,
      "note": "Fence-post locations and spacing are indicated; individual post count cannot be reliably determined from the crop."
    },
    {
      "name": "bent",
      "tag": "B.F.P.R. BENT 1",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Bent line is shown in each deck-plan portion."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "SPAN I deck"
    },
    {
      "label": "deck-width divisions",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN I deck; shown three times"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts; shown repeatedly"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts; shown at exterior end locations"
    },
    {
      "label": "edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "deck edge / fence-post layout"
    },
    {
      "label": "fence-post end spacing",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence posts; shown in pairs"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet, TYP."
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck / B.F.P.R. BENT 1; TYP."
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm; TYP."
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam; TYP."
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "deck width gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "deck width out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "edge vertical dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck edge; shown repeatedly"
    },
    {
      "label": "end-post dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence-post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts; shown repeatedly"
    },
    {
      "label": "fence-post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence-post spacing",
      "value": "6'-8 13/16\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-4 5/16\"",
      "unit": "",
      "appliesTo": "upper center deck layout"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "upper center deck layout; shown twice"
    },
    {
      "label": "overall intermediate dimension",
      "value": "52'-2 13/16\"",
      "unit": "",
      "appliesTo": "upper center deck layout"
    },
    {
      "label": "overall intermediate dimension",
      "value": "51'-8 3/8\"",
      "unit": "",
      "appliesTo": "center deck layout"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-2 13/16\"",
      "unit": "",
      "appliesTo": "lower center deck layout; shown twice"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "lower center deck layout"
    },
    {
      "label": "end-post dimension",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence-post spacing",
      "value": "6'-2 3/8\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "vertical dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck layout; shown twice"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "construction centerline / deck layout"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "81°-20'-05.0\", TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "FENCE POST SPACING"
  ],
  "labels": [
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "400A",
    "12-502A",
    "12-502B",
    "12-502C",
    "SPAN I",
    "DECK PLAN"
  ],
  "description": "This crop is a deck plan for Span I, showing two skewed deck-plan portions separated at the construction centerline of SR 21. It documents the beam layout, exterior edge beams and endwalls, diaphragms, paving rests, fence-post spacing, deck widths, skew geometry, and westbound/eastbound profile-grade-line references."
}

p04_r01 deck planPlan

  • edge beam×4linearCalled out as 1'-0" EDGEBEAM, TYP. at the exterior edges.

55'-0" overall deck width18'-4" deck-width divisions9'-6" fence post spacing6'-6" fence post spacing1'-0" edge offset5'-0" fence-post end spacing3'-0" endwall outside exterior beam8" fillet+22 more

crop

p04_r02 deck plan of span 1 with beams and dimensions

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r02_deck_plan_of_span_1_with_beams_and_dimensions
Original
p04_r02 deck plan of span 1 with beams and dimensions
{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan areas are shown, separated at the construction centerline."
    },
    {
      "name": "beams",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Six beams are shown in each deck area."
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Both 3'-0\" endwall outside exterior beam and 1'-6\" endwall are called out."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 2,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 8\" FILLET, TYP."
    },
    {
      "name": "fence posts",
      "tag": "* and **",
      "shape": "point symbols",
      "material": "",
      "count": null,
      "note": "Fence post spacing and end post locations are dimensioned."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width divisions",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "dimension between marked points",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "* fence post symbols"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension at end post",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "6'-8⅜\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "dimension",
      "value": "17'-4⅚\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "52'-2³⁄16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "17'-2³⁄16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension at end post",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "distance between deck areas",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "bearing/skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "81°-20'-05.0\", TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "FENCE POST SPACING",
    "GUTTER TO GUTTER",
    "OUT TO OUT"
  ],
  "labels": [
    "I2-502A",
    "I2-502B",
    "I2-502C",
    "400A",
    "B.F.P.R. BENT 1",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "SPAN 1",
    "DECK PLAN"
  ],
  "description": "This crop is a plan view titled SPAN 1 DECK PLAN. It shows two skewed deck areas with beams 1 through 12, edgebeams, endwalls, paving rests, concrete diaphragms, and fence-post spacing layout. The construction centerline for SR 21 and westbound/eastbound PGL lines are shown between the two deck areas."
}

p04_r02 deck plan of span 1 with beams and dimensionsPlan

  • edgebeam×4linearCalled out as 1'-0" EDGEBEAM, TYP.

55'-0" overall deck width18'-4" deck width divisions9'-6" fence post spacing6'-6" fence post spacing1'-0" offset3'-0" endwall outside exterior beam8" fillet1'-0" edgebeam+22 more

crop

span_1

page 4 · span_1
Original
span_1
{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "trapezoidal in plan",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan footprints are shown."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1–℄ BEAM 12",
      "shape": "rectangular in plan",
      "material": "",
      "count": 12,
      "note": "Beams 1 through 6 are shown in the upper deck footprint and Beams 7 through 12 in the lower footprint."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "",
      "count": 2,
      "note": "Called out as 3'-0\" endwall outside exterior beam, typical."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "",
      "count": 2,
      "note": "Called out as 1'-6\" endwall."
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "tapered in plan",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "concrete",
      "count": null,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "400A is called out once in each deck footprint."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "circular symbol in plan",
      "material": "",
      "count": null,
      "note": "Posts are shown along the deck edges with fence post spacing dimensions."
    },
    {
      "name": "end post",
      "tag": "END POST",
      "shape": "circular symbol in plan",
      "material": "",
      "count": 2,
      "note": "One end post is called out at each left-side end."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "deck edge dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bearing angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension at marked locations",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "end post offset",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-8 13/16\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "deck dimension",
      "value": "17'-4 5/16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "17'-5 1/4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "52'-2 13/16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "span length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "51'-8 3/8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "17'-2 13/16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "17'-2 3/4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "end post offset",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "6'-2 3/8\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "1'-0\" EDGEBEAM, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "FENCE POST SPACING"
  ],
  "labels": [
    "I2-502A",
    "I2-502B",
    "I2-502C",
    "B.F.P.R. BENT 1",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "SPAN I",
    "DECK PLAN"
  ],
  "description": "This crop is the SPAN I DECK PLAN. It shows two adjacent trapezoidal deck footprints crossing CONSTRUCTION ℄ SR 21, with twelve numbered beams, endwalls, edgebeams, paving rests, concrete diaphragms, reinforcement callout 400A, and fence-post layout dimensions. PGL WESTBOUND and PGL EASTBOUND are identified within the respective deck-plan areas."
}

span_1Plan

  • edgebeam×4tapered in planCalled out as 1'-0" EDGEBEAM, TYP.

55'-0" overall deck width18'-4" deck width division9'-6" fence post spacing6'-6" fence post spacing1'-0" offset1'-9½" deck edge dimension3'-0" endwall outside exterior beam8" fillet+22 more

Page 5

crop

p05_r01 deck plan

page 5 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p05_r01_deck_plan
Original
p05_r01 deck plan
{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge deck slab",
      "tag": "SPAN 2",
      "shape": "two skewed rectangular deck panels",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown as the westbound and eastbound deck portions separated by Construction ℄ SR 21."
    },
    {
      "name": "beam centerline",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "parallel longitudinal lines",
      "material": "",
      "count": 12,
      "note": "Beam centerlines 1-6 are shown in the upper deck portion and 7-12 in the lower deck portion."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "longitudinal edge beam",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP. at the outside edges."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "transverse rectangular diaphragm",
      "material": "concrete",
      "count": null,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "post locations along deck edge",
      "material": "",
      "count": null,
      "note": "Post locations and spacing are shown along the deck edges."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-502D",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Repeated deck reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-502E",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Deck reinforcement callout at the right-side portions."
    },
    {
      "name": "reinforcement bar",
      "tag": "400B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "400C",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "500B",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Shown in the bar bending detail at skew."
    }
  ],
  "measurements": [
    {
      "label": "overall deck length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions"
    },
    {
      "label": "deck longitudinal segment length",
      "value": "16'-4½\"",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions; repeated"
    },
    {
      "label": "deck end segment length",
      "value": "16'-6\"",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "9'-10½\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end offset",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing at deck ends"
    },
    {
      "label": "end offset",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing at construction-joint-side deck ends"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "fillet size",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "minimum lap",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "reinforcement"
    },
    {
      "label": "dimension at marked locations",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "marked locations near right deck edges"
    },
    {
      "label": "gutter width",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "gutter"
    },
    {
      "label": "gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck portion"
    },
    {
      "label": "out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck portion"
    },
    {
      "label": "out-to-out width",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "shown deck dimension"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck skew; TYP. where noted"
    },
    {
      "label": "bearing/construction-joint direction",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "construction line"
    }
  ],
  "notes": [
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIV. FULL LENGTH BARS.",
    "* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA SPECIFICATION FOR PLACEMENT OF 500B BAR."
  ],
  "labels": [
    "SPAN 2",
    "DECK PLAN",
    "CONSTRUCTION ℄ SR 21",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "FENCE POST SPACING",
    "GUTTER TO GUTTER",
    "OUT TO OUT",
    "B.F.P.R. OR CONST. JOINT",
    "MAIN SLAB REINF.",
    "AT B.F.P.R. OR CONST. JOINT",
    "BAR BENDING DETAILS AT SKEW",
    "NO SCALE"
  ],
  "description": "This crop is a deck plan for Span 2, showing two skewed deck portions with beam centerlines 1 through 12, edge beams, diaphragms, fence-post layout, and deck reinforcement callouts. A bar bending detail at skew is included at the upper right for the B.F.P.R. or construction joint."
}

p05_r01 deck planPlan

  • edge beam×4longitudinal edge beamCalled out as 1'-0" EDGEBEAM, TYP. at the outside edges.

82'-0" overall deck length16'-4½" deck longitudinal segment length16'-6" deck end segment length9'-6" fence post spacing9'-10½" fence post spacing3'-0" end offset2'-0" end offset1'-0" edgebeam width+10 more

crop

span_2

page 5 · span_2
Original
span_2
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck slab",
      "tag": "SPAN 2",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two separated deck-plan portions are shown, one at PGL WESTBOUND and one at PGL EASTBOUND."
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 1–12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Beams 1 through 6 are shown in the upper deck portion; Beams 7 through 12 are shown in the lower deck portion."
    },
    {
      "name": "Edgebeam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0” EDGEBEAM, TYP. along the outside deck edges."
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "linear transverse diaphragm",
      "material": "concrete",
      "count": 2,
      "note": "Called out as 10” CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "Fence post",
      "tag": "",
      "shape": "point",
      "material": "",
      "count": null,
      "note": "Posts are indicated along the outside deck edges; spacing is dimensioned."
    },
    {
      "name": "Reinforcement bar",
      "tag": "12-502D",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Repeated bar callouts at deck edges."
    },
    {
      "name": "Reinforcement bar",
      "tag": "12-502E",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Repeated bar callouts at deck edges."
    },
    {
      "name": "Reinforcement bar",
      "tag": "400B",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Shown in each deck portion."
    },
    {
      "name": "Reinforcement bar",
      "tag": "400C",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Shown in each deck portion."
    },
    {
      "name": "Reinforcement bar",
      "tag": "500B",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Shown in the bar bending detail at skew."
    }
  ],
  "measurements": [
    {
      "label": "Overall deck width",
      "value": "82'-0”",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions"
    },
    {
      "label": "Deck-width segment",
      "value": "16'-4½”",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions; repeated"
    },
    {
      "label": "Deck-width segment",
      "value": "16'-6”",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions"
    },
    {
      "label": "Fence-post end offset",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "Fence post spacing at outside deck edges"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6”",
      "unit": "",
      "appliesTo": "Fence posts; repeated"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-10½”",
      "unit": "",
      "appliesTo": "Fence posts; repeated adjacent to CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "End offset",
      "value": "2'-0”",
      "unit": "",
      "appliesTo": "Fence post spacing adjacent to CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "Edgebeam width",
      "value": "1'-0”",
      "unit": "",
      "appliesTo": "Edgebeam"
    },
    {
      "label": "Fillet size",
      "value": "8”",
      "unit": "",
      "appliesTo": "Fillet"
    },
    {
      "label": "Concrete diaphragm thickness",
      "value": "10”",
      "unit": "",
      "appliesTo": "Concrete diaphragm"
    },
    {
      "label": "Minimum reinforcement lap",
      "value": "2'-0”",
      "unit": "",
      "appliesTo": "400C reinforcement bar"
    },
    {
      "label": "Reinforcement dimension",
      "value": "5'-0”",
      "unit": "",
      "appliesTo": "Deck-edge reinforcement callouts"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "Deck plan; marked TYP."
    },
    {
      "label": "Gutter-to-gutter dimension",
      "value": "40'-0”",
      "unit": "",
      "appliesTo": "Each deck portion"
    },
    {
      "label": "Out-to-out dimension",
      "value": "43'-7”",
      "unit": "",
      "appliesTo": "Each deck portion"
    },
    {
      "label": "Gutter-to-out dimension",
      "value": "1'-9½”",
      "unit": "",
      "appliesTo": "Each deck portion"
    },
    {
      "label": "PGL-to-deck-edge dimension",
      "value": "22'-0”",
      "unit": "",
      "appliesTo": "PGL WESTBOUND and PGL EASTBOUND"
    },
    {
      "label": "Bearing/direction",
      "value": "N 83°-43'-21.7” E",
      "unit": "",
      "appliesTo": "Construction alignment"
    },
    {
      "label": "Cover dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": "Bar bending detail; label is partial: 2” CL"
    }
  ],
  "notes": [
    "8” FILLET, TYP.",
    "1'-0” EDGEBEAM, TYP.",
    "10” CONCRETE DIAPHRAGM, TYP.",
    "2'-0” MIN. LAP",
    "81°-20'-05.0”, TYP.",
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIV FULL LENGTH BARS.",
    "* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA SPECIFICATION FOR PLACEMENT OF 500B BAR.",
    "AT B.F.P.R. OR CONST. JOINT"
  ],
  "labels": [
    "SPAN 2",
    "DECK PLAN",
    "FENCE POST SPACING",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "GUTTER TO GUTTER",
    "OUT TO OUT",
    "GUTTER TO OUT",
    "B.F.P.R. OR CONST. JOINT",
    "MAIN SLAB REINF.",
    "BAR BENDING DETAILS AT SKEW",
    "NO SCALE",
    "2” CL (partial)"
  ],
  "description": "This crop is the SPAN 2 DECK PLAN, showing two skewed deck portions separated at the construction centerline for SR 21. It documents Beams 1 through 12, edgebeams, concrete diaphragms, fence-post layout, deck reinforcement callouts, dimensions, and a bar-bending detail at skew."
}

span_2Plan

  • Edgebeam×4linearCalled out as 1'-0” EDGEBEAM, TYP. along the outside deck edges.

82'-0” Overall deck width16'-4½” Deck-width segment16'-6” Deck-width segment3'-0” Fence-post end offset9'-6” Fence post spacing9'-10½” Fence post spacing2'-0” End offset1'-0” Edgebeam width+11 more

Page 6

crop

p06_r01

page 6 · bridge_deck_p06_r01
Original
p06_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck",
      "tag": "",
      "shape": "tapered trapezoidal plan",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan areas are shown, one for westbound and one for eastbound traffic."
    },
    {
      "name": "C beam",
      "tag": "C BEAM 1 through C BEAM 12",
      "shape": "linear beam lines in plan",
      "material": "",
      "count": 12,
      "note": "Each beam is individually labelled C BEAM 1 to C BEAM 12."
    },
    {
      "name": "Edgebeam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "linear end closure",
      "material": "",
      "count": 2,
      "note": "Called out as 3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP."
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "linear end closure",
      "material": "",
      "count": 2,
      "note": "Called out as 1'-6\" ENDWALL."
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "transverse linear diaphragm",
      "material": "concrete",
      "count": 2,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "Fence posts",
      "tag": "",
      "shape": "point symbols along deck edge",
      "material": "",
      "count": null,
      "note": "Post locations and fence post spacing dimensions are shown."
    },
    {
      "name": "Fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 8\" FILLET, TYP."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width, upper deck",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck-width bay, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck-width bay, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck-width bay, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "edge offset, upper deck",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "dimension at marked locations, upper deck",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "* marked locations"
    },
    {
      "label": "vertical deck-edge offset, upper deck",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "gutter to gutter, upper deck",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "out to out, upper deck",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "PGL Westbound to construction centerline",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "PGL WESTBOUND"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end-post offset at central transition",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "central transition width segment",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "central transition width segment",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "central transition width segment",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "central transition width",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "construction centerline width",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "central transition lower width segment",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "central transition lower width segment",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "central transition lower width segment",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "6'-8¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end-post offset at lower central transition",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "vertical deck-edge offset, lower deck",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "gutter to gutter, lower deck",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "out to out, lower deck",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "PGL Eastbound to construction centerline",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "PGL EASTBOUND"
    },
    {
      "label": "overall deck width, lower deck",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck-width bay, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck-width bay, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck-width bay, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "edge offset, lower deck",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "skew angle, shown at multiple locations",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "bearing / alignment angle",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "END POST"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "8\" FILLET, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL"
  ],
  "labels": [
    "SPAN 3",
    "DECK PLAN",
    "FENCE POST SPACING",
    "12-502A",
    "12-502B",
    "12-502C",
    "400A",
    "B.F.P.R. BENT 4",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "*",
    "**"
  ],
  "description": "This crop is the SPAN 3 DECK PLAN. It shows two tapered deck-plan areas, identified by PGL WESTBOUND and PGL EASTBOUND, with C BEAM 1 through C BEAM 12, transverse concrete diaphragms, endwalls, paving rests, edgebeams, and fence-post spacing. The central area is referenced to CONSTRUCTION ℄ SR 21 and includes skew-angle and deck-width dimensions."
}

p06_r01Plan

  • EdgebeamlinearCalled out as 1'-0" EDGEBEAM, TYP.

55'-0" overall deck width, upper deck18'-4" deck-width bay, upper deck18'-4" deck-width bay, upper deck18'-4" deck-width bay, upper deck6'-6" fence post spacing, upper deck9'-6" fence post spacing, upper deck9'-6" fence post spacing, upper deck9'-6" fence post spacing, upper deck+54 more

crop

p06_r01 deck plan span 3

page 6 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p06_r01_deck_plan_span_3
Original
p06_r01 deck plan span 3
{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "tapered rectangular plan area",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck plan areas are shown, separated at the PGL Westbound/Eastbound interface."
    },
    {
      "name": "beam",
      "tag": "BEAM 1",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 2",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 3",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 4",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 5",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 6",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 7",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 8",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 9",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 10",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 11",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as typical 1'-0\" edgebeam."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "linear",
      "material": "concrete",
      "count": null,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Both 1'-6\" endwall and 3'-0\" endwall outside exterior beam are called out."
    },
    {
      "name": "fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "8\" fillet, typical."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "circular symbol",
      "material": "",
      "count": null,
      "note": "Post locations and fence post spacing are shown around the deck edges."
    },
    {
      "name": "bent",
      "tag": "B.F.P.R. BENT 4",
      "shape": "linear reference",
      "material": "",
      "count": 1,
      "note": "Bent reference line shown in each deck area."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-2 3/8\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-8 3/16\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "beam spacing",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "BEAM 1 and BEAM 2; BEAM 11 and BEAM 12"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "fillet thickness",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "endwall dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "paving rest width",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "gutter dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "central separation dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "upper intermediate overall width",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "upper deck area"
    },
    {
      "label": "upper width division",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "upper deck area"
    },
    {
      "label": "upper width division",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "upper deck area"
    },
    {
      "label": "construction centerline width",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "lower intermediate width division",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "lower deck area"
    },
    {
      "label": "lower intermediate width division",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "lower deck area"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "END POST"
    }
  ],
  "notes": [
    "1'-0\" EDGEBEAM, TYP.",
    "8\" FILLET, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "1'-6\" ENDWALL",
    "12\" PAVING REST"
  ],
  "labels": [
    "FENCE POST SPACING",
    "12-502A",
    "12-502B",
    "12-502C",
    "400A",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "81°-20'-05.0\", TYP.",
    "N 83°-43'-21.7\" E",
    "SPAN 3",
    "DECK PLAN",
    "*",
    "**"
  ],
  "description": "This crop is the SPAN 3 DECK PLAN for a bridge deck, showing two adjacent tapered deck plan areas associated with PGL WESTBOUND and PGL EASTBOUND. It identifies BEAM 1 through BEAM 12, deck edge geometry, fence-post locations and spacing, endwalls, paving rests, typical fillets, and concrete diaphragms at B.F.P.R. BENT 4."
}

p06_r01 deck plan span 3Plan

  • edgebeam×2linearCalled out as typical 1'-0" edgebeam.

55'-0" overall deck width18'-4" deck width division6'-6" fence post spacing6'-2 3/8" fence post spacing6'-8 3/16" fence post spacing9'-6" fence post spacing8'-0" fence post spacing8'-9" fence post spacing+22 more

Page 7

crop

p07_r12

page 7 · edge_beam_p07_r12
Original
p07_r12
{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "concrete",
      "count": 1,
      "note": "Shown across the girder line with a 2% cross slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular thickened slab edge",
      "material": "concrete",
      "count": 2,
      "note": "Typical callout directs edge beam to be poured flush with outside face of beam."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One is shown at each outside edge; fence is noted as not shown."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Bearing pads are noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "straight",
      "material": "steel",
      "count": 8,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "straight",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "straight",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "802",
      "shape": "straight",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "801",
      "shape": "straight",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "800",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "slab/overhang thickness",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension at left end of 404 bar group",
      "value": "2”",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "8-404",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "dimension at right end of 404 bar group",
      "value": "2”",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "1-509",
      "unit": "",
      "appliesTo": "reinforcement bar 509"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "1-508",
      "unit": "",
      "appliesTo": "reinforcement bar 508"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "1-802",
      "unit": "",
      "appliesTo": "reinforcement bar 802"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "1-801",
      "unit": "",
      "appliesTo": "reinforcement bar 801"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-800",
      "unit": "",
      "appliesTo": "reinforcement bar 800"
    },
    {
      "label": "form removal time",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck concrete"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SECTION THRU DIAPHRAGM",
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop shows a transverse bridge section through the diaphragm and edge-beam region. It depicts a sloping concrete deck over six I-girders, exterior edge beams and tapered exterior barriers, with reinforcement callouts and edge-beam forming instructions."
}

p07_r12Section

  • edge beam×2rectangular thickened slab edgeconcreteTypical callout directs edge beam to be poured flush with outside face of beam.

8” slab/overhang thickness2” dimension at left end of 404 bar group8-404 reinforcement quantity and mark2” dimension at right end of 404 bar group2% cross slope1-509 reinforcement quantity and mark1-508 reinforcement quantity and mark1-802 reinforcement quantity and mark+4 more

crop

p07_r13

page 7 · edge_beam_p07_r13
Original
p07_r13
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping planar slab",
      "material": "concrete",
      "count": 1,
      "note": "Shown with a 2% cross slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular thickened slab edge",
      "material": "concrete",
      "count": 2,
      "note": "Shown at both outside deck edges; pour flush with outside face of beam."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered upright",
      "material": "",
      "count": 2,
      "note": "One is shown at each outside edge."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Supporting girders shown below the deck slab."
    },
    {
      "name": "bent cap",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Continuous cap is shown beneath the girders."
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Called out as 8-404 at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout shown as 1-509."
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout shown as 1-508."
    },
    {
      "name": "reinforcement bar",
      "tag": "802",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout shown as 1-802."
    },
    {
      "name": "reinforcement bar",
      "tag": "801",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout shown as 1-801."
    },
    {
      "name": "reinforcement bar",
      "tag": "800",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Callout shown as 2-800."
    }
  ],
  "measurements": [
    {
      "label": "Typical slab/overhang thickness",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab / edge beam"
    },
    {
      "label": "End distance",
      "value": "2”",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "Reinforcement quantity and mark",
      "value": "8-404",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "Cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "End distance",
      "value": "2”",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "Reinforcement quantity and mark",
      "value": "2-800",
      "unit": "",
      "appliesTo": "reinforcement bar 800"
    },
    {
      "label": "Form removal time",
      "value": "72 HOURS",
      "unit": "",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "Concrete strength age",
      "value": "28 DAY",
      "unit": "",
      "appliesTo": "deck concrete"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop is a cross section titled SECTION THRU EDGE BEAM, showing the sloped deck slab and outside edge beams over six I-section girders on a stepped bent cap. Reinforcement callouts are shown within the deck/edge-beam and girder region, along with notes for edge-beam pouring, bearing pads, fence, and form removal."
}

p07_r13Cross Section

  • edge beam×2rectangular thickened slab edgeconcreteShown at both outside deck edges; pour flush with outside face of beam.

8” Typical slab/overhang thickness2” End distance8-404 Reinforcement quantity and mark2% Cross slope2” End distance2-800 Reinforcement quantity and mark72 HOURS Form removal time28 DAY Concrete strength age

crop

p07_r12 section thru edge beam

page 7 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p07_r12_section_thru_edge_beam
Original
p07_r12 section thru edge beam
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "continuous sloping slab",
      "material": "concrete",
      "count": 1,
      "note": "Shown spanning across the girders."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Six girder cross sections are visible."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "continuous beam at deck edge",
      "material": "concrete",
      "count": 2,
      "note": "Called out to be poured flush with the outside face of beam."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "tapered parapet profile",
      "material": "",
      "count": 2,
      "note": "One is shown at each outer deck edge."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-404",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 8,
      "note": "AT EQUAL SPACES."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-509",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-508",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "supporting cap or diaphragm",
      "tag": "",
      "shape": "stepped continuous member",
      "material": "",
      "count": 1,
      "note": "Unlabeled member shown below the girder bearing locations."
    }
  ],
  "measurements": [
    {
      "label": "Typical deck thickness",
      "value": "8",
      "unit": "\"",
      "appliesTo": "deck slab"
    },
    {
      "label": "Bar offset",
      "value": "2",
      "unit": "\"",
      "appliesTo": "8-404"
    },
    {
      "label": "Bar offset",
      "value": "2",
      "unit": "\"",
      "appliesTo": "8-404"
    },
    {
      "label": "Deck slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "Form removal duration",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "Concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SECTION THRU DIAPHRAGM",
    "SECTION THRU EDGE BEAM",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows transverse bridge section information identified as sections through a diaphragm and through an edge beam. It depicts a sloped concrete deck over six I-girders, outer edge beams/barriers, reinforcement callouts, and notes concerning omitted bearing pads and edge-beam form removal."
}

p07_r12 section thru edge beamCross Section

  • edge beam×2continuous beam at deck edgeconcreteCalled out to be poured flush with the outside face of beam.

8 " Typical deck thickness2 " Bar offset2 " Bar offset2 % Deck slope72 HOURS Form removal duration28 DAY Concrete strength age

crop

p07_r13 longitudinal section through edge beam and rebar

page 7 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p07_r13_longitudinal_section_through_edge_beam_and_rebar
Original
p07_r13 longitudinal section through edge beam and rebar
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "concrete",
      "count": 1,
      "note": "Shown with a 2% cross slope."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six girder sections are visible below the deck."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 2,
      "note": "Called out to be poured flush with the outside face of beam, typical."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered",
      "material": "concrete",
      "count": 2,
      "note": "One is shown at each outside edge of the deck."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-509",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement within a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-508",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement within a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-802",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement within a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-801",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement within a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement in the deck."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-404",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown at equal spaces near the deck edge."
    }
  ],
  "measurements": [
    {
      "label": "typical deck-edge thickness",
      "value": "8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "end cover/offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "8-404 reinforcement bar"
    },
    {
      "label": "reinforcement quantity and mark at equal spaces",
      "value": "8-404",
      "unit": "",
      "appliesTo": "reinforcement bar 8-404"
    },
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-800",
      "unit": "",
      "appliesTo": "reinforcement bar 2-800"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop is a transverse section titled \"SECTION THRU EDGE BEAM\" through a bridge deck supported by six I-girders. It shows the sloped deck, outside edge beams and parapet/barrier profiles, along with reinforcement callouts and edge-beam forming instructions."
}

p07_r13 longitudinal section through edge beam and rebarCross Section

  • edge beam×2rectangularconcreteCalled out to be poured flush with the outside face of beam, typical.

8" typical deck-edge thickness2" end cover/offset8-404 reinforcement quantity and mark at equal spaces2% deck cross slope2-800 reinforcement quantity and mark

crop

p07_r17 construction notes for edge beam forms and section orientation

page 7 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p07_r17_construction_notes_for_edge_beam_forms_and_section_orientation
Original
p07_r17 construction notes for edge beam forms and section orientation
{
  "view": "Notes",
  "objects": [
    {
      "name": "edge beam forms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in removal instruction; no form geometry is shown."
    },
    {
      "name": "deck",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Referenced in deck pour and concrete-strength instruction; no geometry is shown."
    },
    {
      "name": "left bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Referenced by section-view orientation note."
    },
    {
      "name": "right bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Referenced by section-view orientation note."
    }
  ],
  "measurements": [
    {
      "label": "minimum time after deck pour before edge beam form removal",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck"
    }
  ],
  "notes": [
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH.",
    "NOTE:",
    "SECTIONS SHOWN ARE FOR LEFT BRIDGE LOOKING AHEAD, RIGHT BRIDGE LOOKING BACK."
  ],
  "labels": [],
  "description": "This crop contains construction notes only. It gives the edge-beam-form removal condition following the deck pour and identifies the viewing direction for sections of the left and right bridges."
}

p07_r17 construction notes for edge beam forms and section orientationNotes

  • edge beam formsReferenced in removal instruction; no form geometry is shown.

72 HOURS minimum time after deck pour before edge beam form removal28 DAY concrete strength age

Page 9

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p09_r03

page 9 · bridge_deck_edge_beam_and_diaphragm_reinforcement_details_p09_r03
Original
p09_r03
{
  "view": "Section",
  "objects": [
    {
      "name": "edge beam",
      "tag": "",
      "shape": "stepped rectangular section",
      "material": "",
      "count": 1,
      "note": "Shown in SECTION THRU EDGE BEAM."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular vertical diaphragm",
      "material": "concrete",
      "count": 1,
      "note": "Shown in SECTION THRU DIAPHRAGM, SPAN 2."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "horizontal rectangular section",
      "material": "",
      "count": 2,
      "note": "Slab reinforcement is noted as not shown."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": null,
      "note": "Required construction joint is shown at the edge beam and in Detail “A”."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "vertical strip",
      "material": "",
      "count": 1,
      "note": "Called out as 1” preformed joint filler."
    },
    {
      "name": "silicone sealant joint sealer",
      "tag": "",
      "shape": "recessed joint seal",
      "material": "silicone sealant",
      "count": 1,
      "note": "Shown in Detail “A”."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Spaced at 18”."
    },
    {
      "name": "reinforcement bar",
      "tag": "800",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Two bars called out in the edge-beam section."
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "801",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "802",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "402B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Called out as 4-402B."
    },
    {
      "name": "reinforcement bar",
      "tag": "507B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Two 507B bars are called out at the upper location and two at the lower location."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Called out as 1” DIA. PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0 1/2”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0 1/2”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "clear cover",
      "value": "4”",
      "unit": "",
      "appliesTo": "800 reinforcement bar"
    },
    {
      "label": "vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "clear cover",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "edge beam reinforcement"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10”",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "vertical dimension",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "clear cover",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "diaphragm reinforcement"
    },
    {
      "label": "plain bar diameter",
      "value": "1”",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "joint-sealer detail dimension",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "silicone sealant joint sealer"
    },
    {
      "label": "joint-sealer detail dimension",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "silicone sealant joint sealer"
    },
    {
      "label": "joint width",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "radius",
      "value": "1/4” R",
      "unit": "",
      "appliesTo": "Detail “A”"
    },
    {
      "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"
    }
  ],
  "notes": [
    "SEE DETAIL “A”",
    "REQ'D. CONST. JOINT",
    "* 1” PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "SLAB REINFORCEMENT NOT SHOWN",
    "TOP OF BEAM",
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4” R",
    "REQUIRED CONST. JOINT., TYP."
  ],
  "labels": [
    "SR 21/MILLEN BYPASS",
    "CONSTRUCTION",
    "SYMMETRY",
    "SECTION THRU EDGE BEAM",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR",
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "DETAIL “A”",
    "NO SCALE"
  ],
  "description": "This crop shows a section through an edge beam for Bent 2, with Bent 3 noted similar, and a separate section through a 10-inch concrete diaphragm in Span 2. It also includes Detail “A” for the required construction-joint sealant and joint-filler arrangement, together with reinforcement callouts for the edge beam and diaphragm."
}

p09_r03Section

  • edge beam×1stepped rectangular sectionShown in SECTION THRU EDGE BEAM.

18” reinforcement spacing8” horizontal dimension1'-0 1/2” horizontal dimension1'-0 1/2” horizontal dimension8” horizontal dimension4” clear cover8” vertical dimension1 1/2” clear cover+14 more

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p09_r05

page 9 · bridge_deck_edge_beam_and_girders_p09_r05
Original
p09_r05
{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Deck surface is shown with a 2% slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "thickened slab edge",
      "material": "",
      "count": 2,
      "note": "Shown at both outside girder lines; callout directs edge beam pour flush with outside face of beam."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six girder sections are visible below the deck."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "Tall tapered elements are shown at the two deck edges; fence is noted as not shown."
    },
    {
      "name": "supporting cap/seat",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Continuous supporting member shown beneath the girders; bearing pads are noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-404",
      "shape": "straight",
      "material": "",
      "count": 8,
      "note": "At equal spaces near the deck edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-508",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-509",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "edge distance",
      "value": "2″",
      "unit": "",
      "appliesTo": "8-404"
    },
    {
      "label": "spacing",
      "value": "AT EQUAL SPACES",
      "unit": "",
      "appliesTo": "8-404"
    },
    {
      "label": "edge distance",
      "value": "2″",
      "unit": "",
      "appliesTo": "8-404"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge beam form removal time",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam"
    },
    {
      "label": "concrete strength reference age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck pour"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH.",
    "NOTE:",
    "SECTIONS SHOWN ARE FOR LEFT BRID... (partial)"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop is a transverse section titled SECTION THRU EDGE BEAM. It shows a sloped bridge deck supported on six I-girders, with thickened edge beams at the exterior girder lines and tapered edge barriers/parapets. Reinforcement callouts and deck-edge construction/form-removal notes are included."
}

p09_r05Section

  • edge beam×2thickened slab edgeShown at both outside girder lines; callout directs edge beam pour flush with outside face of beam.

2″ edge distanceAT EQUAL SPACES spacing2″ edge distance2% deck slope72 HOURS edge beam form removal time28 DAY concrete strength reference age

crop

p09_r03 detail a

page 9 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p09_r03_detail_a
Original
p09_r03 detail a
{
  "view": "Section",
  "objects": [
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in section at left."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Slab reinforcement is noted as not shown."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Shown in section at right."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 2,
      "note": "Required construction joint is indicated in the edge-beam section and Detail \"A\"."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 1,
      "note": "Called out as 1\" preformed joint filler."
    },
    {
      "name": "silicone sealant / type joint sealer",
      "tag": "",
      "shape": "joint sealant bead",
      "material": "silicone",
      "count": 1,
      "note": "Shown in Detail \"A\"; type B, C or D."
    },
    {
      "name": "bearing pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Called out at 18\"."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "bent bar",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "I-801",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "I-802",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "straight bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-507B",
      "shape": "bar group",
      "material": "",
      "count": 4,
      "note": "Two groups are called out in the diaphragm section."
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "4-402B",
      "shape": "bar group",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": 1,
      "note": "Called out as 1\" diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement spacing",
      "value": "18\"",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0½\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0½\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "clear cover",
      "value": "4\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "vertical dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "vertical dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "clear cover, typical",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "sealant/joint dimension",
      "value": "¼\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "sealant/joint dimension",
      "value": "½\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "joint dimension",
      "value": "¾\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "radius",
      "value": "¼\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "scale",
      "value": "¾\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU EDGE BEAM"
    },
    {
      "label": "scale",
      "value": "¾\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN",
    "* 1\" PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR",
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4\" R",
    "REQUIRED CONST. JOINT., TYP."
  ],
  "labels": [
    "℄ SR 21/MILLEN BYPASS",
    "= ℄ CONSTRUCTION",
    "= ℄ SYMMETRY",
    "℄ REQ'D. CONST. JOINT",
    "SEE DETAIL \"A\"",
    "TOP OF BEAM",
    "SECTION THRU EDGE BEAM",
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "DETAIL \"A\"",
    "NO SCALE"
  ],
  "description": "This crop contains a section through an edge beam for Bent 2, with Bent 3 noted similar, and a section through a concrete diaphragm at Span 2. It also includes Detail \"A\" showing the required construction-joint sealant and joint-filler arrangement, together with reinforcement callouts for the edge beam and diaphragm."
}

p09_r03 detail aSection

  • edge beam×1rectangularShown in section at left.

18" reinforcement spacing8" horizontal dimension1'-0½" horizontal dimension1'-0½" horizontal dimension8" horizontal dimension4" clear cover8" vertical dimension1½" clear cover, 3 sides+14 more

crop

p09_r05 section thru edge beam

page 9 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p09_r05_section_thru_edge_beam
Original
p09_r05 section thru edge beam
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "concrete",
      "count": 1,
      "note": "Slab is shown with a 2% cross slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular longitudinal beam",
      "material": "concrete",
      "count": 2,
      "note": "Exterior edge beams are visible at both sides of the deck."
    },
    {
      "name": "concrete barrier/parapet",
      "tag": "",
      "shape": "tapered solid barrier",
      "material": "concrete",
      "count": 2,
      "note": "One is visible at each exterior deck edge; shown only partially at the top of the crop."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Six girder cross-sections are visible beneath the deck."
    },
    {
      "name": "pier cap",
      "tag": "",
      "shape": "stepped rectangular cap",
      "material": "",
      "count": 1,
      "note": "Continuous support cap is shown below the girder ends; bearing pads are noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-508",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to upper reinforcement at the left side of the section."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-509",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to upper reinforcement near the right side of the section."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Callout points to top reinforcement at the right exterior edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to lower reinforcement at the left side of the section."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to lower reinforcement near the right side of the section."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement callout at equal spaces",
      "value": "8-404",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "end dimension, left",
      "value": "2\"",
      "unit": "",
      "appliesTo": "deck slab/edge beam"
    },
    {
      "label": "end dimension, right",
      "value": "2\"",
      "unit": "",
      "appliesTo": "deck slab/edge beam"
    },
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    }
  ],
  "notes": [
    "NOTE: BEARING PADS NOT SHOWN",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM",
    "AT EQUAL SPACES"
  ],
  "description": "This crop shows a cross section through the bridge exterior edge beam and deck, supported by six visible I-girders on a stepped support cap. It documents deck reinforcement callouts, deck cross slope, exterior barriers, edge-beam placement, and form-removal requirements."
}

p09_r05 section thru edge beamCross Section

  • edge beam×2rectangular longitudinal beamconcreteExterior edge beams are visible at both sides of the deck.

8-404 reinforcement callout at equal spaces2" end dimension, left2" end dimension, right2% deck cross slope