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Plain Bar

2 pages · 11 crops · ×6 · material

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

The ontology would need a plain steel bar material or component class.

Every dimension read for it14

  • 1"plain bar diameterp7 · p07_r11
  • 1”plain bar diameterp7 · p07_r10
  • 2"vertical dimensionnot attributedp7 · p07_r08
  • 1"plain bar diameterp7 · p07_r08
  • 1"plain bar diameterp7 · p07_r09
  • 2"dimensionnot attributedp7 · p07_r08 section thru diaphragm spans 1 and 3
  • 2'-4"vertical dimensionnot attributedp7 · p07_r08 section thru diaphragm spans 1 and 3
  • 1"plain bar diameterp7 · p07_r08 section thru diaphragm spans 1 and 3
  • 1"DIA.p7 · p07_r09 detailed diaphragm rebar section spans 1 and 3
  • 1"plain bar diameterp7 · p07_r10 longitudinal section through beam diaphragms
  • 1″bar diameterp7 · p07_r11 cross section of diaphragm between beams with rebar
  • 1”plain bar diameterp9 · p09_r03
  • 1"plain bar diameterp9 · p09_r03 detail a
  • 1″plain bar diameterp9 · p09_r04 longitudinal section through deck diaphragm at beams

Notes on the sheets that carry it

  • p7FENCE NOT SHOWN, TYP.
  • p7SLAB REINFORCEMENT NOT SHOWN
  • p71" DIAMETER PLAIN BAR
  • p7AT EQUAL SPACES
  • p9SEE DETAIL “A”
  • p9REQ'D. CONST. JOINT
  • p9* 1” PREFORMED JOINT FILLER
  • p9BEARING PADS NOT SHOWN
  • p9TOP OF BEAM
  • p9SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)
  • p9ROUND TO 1/4” R
  • p9REQUIRED CONST. JOINT., TYP.
  • p9BENT 2 SHOWN
  • p9BENT 3 SIMILAR

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

Page 7

crop

p07_r11

page 7 · diaphragm_between_beams_p07_r11
Original
p07_r11
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping slab",
      "material": "",
      "count": 1,
      "note": "Supported across the visible beam line."
    },
    {
      "name": "bridge beams/girders",
      "tag": "",
      "shape": "I-girder-like profile as drawn",
      "material": "",
      "count": 5,
      "note": "Five beam profiles are visible below the deck slab."
    },
    {
      "name": "diaphragms between beams",
      "tag": "",
      "shape": "rectangular/stepped blocks as drawn",
      "material": "",
      "count": 4,
      "note": "Located in the four spaces between the five visible beams."
    },
    {
      "name": "edge barriers/parapets",
      "tag": "",
      "shape": "tapered vertical profiles",
      "material": "",
      "count": 2,
      "note": "Both are only partially visible at the left and right crop edges."
    },
    {
      "name": "reinforcement bars",
      "tag": "403A",
      "shape": "straight bars",
      "material": "",
      "count": 7,
      "note": "Shown at equal spaces."
    },
    {
      "name": "reinforcement bars",
      "tag": "507A",
      "shape": "straight bars",
      "material": "",
      "count": null,
      "note": "Two separate callouts read 2-507A; total placement count cannot be determined from this crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "402A",
      "shape": "straight bars",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": null,
      "note": "Called out as 1-inch diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "end spacing at 403A bar group",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "reinforcement quantity",
      "value": "7",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "end spacing at 403A bar group",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "reinforcement quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "507A"
    },
    {
      "label": "reinforcement quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "402A"
    },
    {
      "label": "reinforcement quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "507A"
    }
  ],
  "notes": [],
  "labels": [
    "AT EQUAL SPACES",
    "SR 21 WB = PGL",
    "SECTION THRU DIAPHRAGM",
    "FENC (partial)"
  ],
  "description": "This crop is a cross section titled \"SECTION THRU DIAPHRAGM,\" showing a sloping deck slab supported over five visible beam/girder profiles. It documents the diaphragms between the beams and the associated reinforcement callouts, including 403A, 402A, 507A, and 1-inch diameter plain bar."
}

p07_r11Cross Section

  • plain barstraight barCalled out as 1-inch diameter plain bar.

5" end spacing at 403A bar group7 reinforcement quantity5" end spacing at 403A bar group2% deck slope1" plain bar diameter2 reinforcement quantity4 reinforcement quantity2 reinforcement quantity

crop

p07_r10

page 7 · diaphragm_p07_r10
Original
p07_r10
{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Slab is shown continuous across the girder line with a 2% cross slope."
    },
    {
      "name": "girders",
      "tag": "",
      "shape": "I-girder / bulb-tee-like section",
      "material": "",
      "count": 5,
      "note": "Five longitudinal girder sections are visible beneath the slab."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "bar",
      "material": "",
      "count": 7,
      "note": "Shown at equal spaces between 5 in. end offsets."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "straight bar",
      "material": "",
      "count": 2,
      "note": "Two separate 2-507A callouts are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "straight bar",
      "material": "",
      "count": 4,
      "note": "Callout points to reinforcement within a girder section."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular bar",
      "material": "",
      "count": null,
      "note": "Called out as 1 in. diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "cross slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "end offset",
      "value": "5”",
      "unit": "",
      "appliesTo": "403A reinforcement"
    },
    {
      "label": "end offset",
      "value": "5”",
      "unit": "",
      "appliesTo": "403A reinforcement"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "7-403A",
      "unit": "",
      "appliesTo": "403A reinforcement"
    },
    {
      "label": "plain bar diameter",
      "value": "1”",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-402A",
      "unit": "",
      "appliesTo": "402A reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A reinforcement"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "AT EQUAL SPACES",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop shows a section through a bridge diaphragm, with a sloping deck slab supported by five visible girder sections. Reinforcement callouts identify 403A, 507A, 402A, and a 1 in. diameter plain bar; the profile grade line is identified as SR 21 WB = PGL."
}

p07_r10Section

  • plain barcircular barCalled out as 1 in. diameter plain bar.

2% % cross slope5” end offset5” end offset7-403A reinforcement quantity and spacing1” plain bar diameter2-507A reinforcement quantity4-402A reinforcement quantity2-507A reinforcement quantity

crop

p07_r08

page 7 · diaphragm_reinforcement_p07_r08
Original
p07_r08
{
  "view": "Section",
  "objects": [
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Labeled 10\" CONC. DIAPH."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only a cropped portion is shown; TOP OF BEAM is identified."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Slab reinforcement is noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "circular bar ends shown",
      "material": "",
      "count": 4,
      "note": "Shown as two 2-507A callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "circular bar ends shown",
      "material": "",
      "count": 4,
      "note": "Callout reads 4-402A."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bar mark shown without a printed quantity."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Labeled 1\" DIA. PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "concrete diaphragm width",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2'-4\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "clear dimension, typical",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "diaphragm reinforcement"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "drawing scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN"
  ],
  "labels": [
    "TOP OF BEAM",
    "SECTION THRU DIAPHRAGM",
    "SPANS 1 AND 3",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a section through a 10-inch concrete diaphragm for Spans 1 and 3, at the beam and slab. The diaphragm reinforcement is shown with 507A, 402A, and 403A bar callouts and a 1-inch-diameter plain bar; slab reinforcement is not shown."
}

p07_r08Section

  • plain bar×1circularLabeled 1" DIA. PLAIN BAR.

10" concrete diaphragm width2" vertical dimension2'-4" vertical dimension1 1/2" clear dimension, typical1" plain bar diameter3/4" = 1'-0" drawing scale

crop

p07_r09

page 7 · diaphragm_reinforcement_p07_r09
Original
p07_r09
{
  "view": "Section",
  "objects": [
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Dimensioned across its thickness; shown between beam portions."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only portions adjacent to the diaphragm are shown; top is identified by a callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Shown as 2-507A at the top and 2-507A at the bottom of the diaphragm."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Shown within the diaphragm."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout points to diagonal reinforcement in the diaphragm; no quantity is printed."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular in section",
      "material": "",
      "count": 1,
      "note": "Called out as 1 in. diameter."
    }
  ],
  "measurements": [
    {
      "label": "concrete diaphragm thickness",
      "value": "10",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "clear cover",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "reinforcement in diaphragm"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-402A",
      "unit": "",
      "appliesTo": "402A"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A"
    },
    {
      "label": "scale",
      "value": "¾\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN"
  ],
  "labels": [
    "TOP OF BEAM",
    "SECTION THRU DIAPHRAGM",
    "SPANS 1 AND 3",
    "SCALE: ¾\" = 1'-0\""
  ],
  "description": "This crop shows a section through a concrete diaphragm at Spans 1 and 3, with adjacent portions of the beams. The diaphragm reinforcement is detailed with 507A, 402A, and 403A bars, plus a 1 in. diameter plain bar; slab reinforcement is noted as not shown."
}

p07_r09Section

  • plain bar×1circular in sectionCalled out as 1 in. diameter.

10 concrete diaphragm thickness1½" clear cover1" plain bar diameter2-507A reinforcement quantity4-402A reinforcement quantity2-507A reinforcement quantity¾" = 1'-0" scale

crop

p07_r08 section thru diaphragm spans 1 and 3

page 7 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p07_r08_section_thru_diaphragm_spans_1_and_3
Original
p07_r08 section thru diaphragm spans 1 and 3
{
  "view": "Section",
  "objects": [
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Located through beam section; labeled 10\" CONC. DIAPH."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular fragment in section",
      "material": "",
      "count": 1,
      "note": "Only a portion of the beam section is shown."
    },
    {
      "name": "reinforcement bars",
      "tag": "507A",
      "shape": "bars",
      "material": "",
      "count": 4,
      "note": "Called out as 2-507A at the top and 2-507A at the bottom of the diaphragm."
    },
    {
      "name": "reinforcement bars",
      "tag": "402A",
      "shape": "bars",
      "material": "",
      "count": 4,
      "note": "Called out as 4-402A."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Called out as 403A."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Called out as 1\" DIA. PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2'-4\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "clear cover, typical",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "concrete diaphragm reinforcement"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-402A",
      "unit": "",
      "appliesTo": "402A"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN"
  ],
  "labels": [
    "TOP OF BEAM",
    "SECTION THRU DIAPHRAGM",
    "SPANS 1 AND 3",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a section through a 10-inch concrete diaphragm in Spans 1 and 3. It documents the diaphragm reinforcement arrangement within a partial beam section; slab reinforcement is explicitly not shown."
}

p07_r08 section thru diaphragm spans 1 and 3Section

  • plain bar×1circularCalled out as 1" DIA. PLAIN BAR.

10" concrete diaphragm thickness2" dimension2'-4" vertical dimension1 1/2" clear cover, typical1" plain bar diameter2-507A reinforcement quantity4-402A reinforcement quantity2-507A reinforcement quantity+1 more

crop

p07_r09 detailed diaphragm rebar section spans 1 and 3

page 7 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p07_r09_detailed_diaphragm_rebar_section_spans_1_and_3
Original
p07_r09 detailed diaphragm rebar section spans 1 and 3
{
  "view": "Section",
  "objects": [
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Sectioned rectangular diaphragm between beam outlines."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only a portion of the beam section is visible."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Shown as two bars at the top and two bars at the bottom of the diaphragm."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Diagonal bars shown within the diaphragm."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout points to reinforcement within the diaphragm."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Shown at the diaphragm center."
    }
  ],
  "measurements": [
    {
      "label": "CL. TYP.",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "diaphragm reinforcement"
    },
    {
      "label": "DIA.",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "SCALE",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN"
  ],
  "labels": [
    "TOP OF BEAM",
    "SECTION THRU DIAPHRAGM",
    "SPANS 1 AND 3",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a section through a rectangular diaphragm at the beam, for spans 1 and 3. It documents the diaphragm reinforcement callouts, including 507A, 402A, 403A, and a 1-inch diameter plain bar; slab reinforcement is not shown."
}

p07_r09 detailed diaphragm rebar section spans 1 and 3Section

  • plain bar×1circularShown at the diaphragm center.

1 1/2" CL. TYP.1" DIA.3/4" = 1'-0" SCALE

crop

p07_r10 longitudinal section through beam diaphragms

page 7 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p07_r10_longitudinal_section_through_beam_diaphragms
Original
p07_r10 longitudinal section through beam diaphragms
{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Supports the girder units shown below."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered vertical barrier",
      "material": "",
      "count": 2,
      "note": "Visible at the left and right edges of the section."
    },
    {
      "name": "girder units",
      "tag": "",
      "shape": "I-shaped",
      "material": "",
      "count": 5,
      "note": "Five adjacent girder sections are visible beneath the deck."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "straight bar",
      "material": "",
      "count": 7,
      "note": "Shown at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "straight bar",
      "material": "",
      "count": 2,
      "note": "Upper reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "straight bar",
      "material": "",
      "count": 4,
      "note": "Internal reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "straight bar",
      "material": "",
      "count": 2,
      "note": "Lower reinforcement callout."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": null,
      "note": "Called out as 1 inch diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A reinforcement bar"
    },
    {
      "label": "reinforcement spacing",
      "value": "AT EQUAL SPACES",
      "unit": "",
      "appliesTo": "7-403A reinforcement bar"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "1\" DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop is a section titled \"SECTION THRU DIAPHRAGM\" through a bridge deck and five adjacent I-shaped girder units. It shows the sloping deck, edge barriers, diaphragm-area reinforcement callouts, and the SR 21 WB profile grade line reference."
}

p07_r10 longitudinal section through beam diaphragmsSection

  • plain barstraight barCalled out as 1 inch diameter plain bar.

2% % deck cross slope5" edge spacingAT EQUAL SPACES reinforcement spacing1" plain bar diameter

crop

p07_r11 cross section of diaphragm between beams with rebar

page 7 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p07_r11_cross_section_of_diaphragm_between_beams_with_rebar
Original
p07_r11 cross section of diaphragm between beams with rebar
{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Shown with 2% slope."
    },
    {
      "name": "edge barrier",
      "tag": "",
      "shape": "tapered vertical barrier",
      "material": "",
      "count": 2,
      "note": "One at each outer edge of the section."
    },
    {
      "name": "girder",
      "tag": "",
      "shape": "rectangular/bulb-ended beam sections",
      "material": "",
      "count": 5,
      "note": "Five adjacent beam sections are shown below the deck."
    },
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "solid vertical web/block",
      "material": "",
      "count": null,
      "note": "Section title identifies this as a section through diaphragm; individual diaphragm elements are not clearly tagged."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "linear bar",
      "material": "",
      "count": 7,
      "note": "Called out at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Two separate 2-507A callouts are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "linear bar",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Called out as 1 inch diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge spacing",
      "value": "5″",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "edge spacing",
      "value": "5″",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "reinforcing-bar quantity and spacing",
      "value": "7-403A",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "bar diameter",
      "value": "1″",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "reinforcing-bar quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A"
    },
    {
      "label": "reinforcing-bar quantity",
      "value": "4-402A",
      "unit": "",
      "appliesTo": "402A"
    },
    {
      "label": "reinforcing-bar quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A"
    }
  ],
  "notes": [
    "AT EQUAL SPACES",
    "1″ DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop is a transverse section titled \"SECTION THRU DIAPHRAGM.\" It shows a sloping bridge deck with two outer edge barriers and five adjacent beam/girder sections below, together with reinforcement callouts and the SR 21 WB profile-grade-line reference."
}

p07_r11 cross section of diaphragm between beams with rebarSection

  • plain barlinear barCalled out as 1 inch diameter plain bar.

2% % deck slope5″ edge spacing5″ edge spacing7-403A reinforcing-bar quantity and spacing1″ bar diameter2-507A reinforcing-bar quantity4-402A reinforcing-bar quantity2-507A reinforcing-bar quantity

Page 9

crop

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

  • plain bar×1circularCalled out as 1” DIA. PLAIN BAR.

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

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

  • plain bar×1straight barCalled out as 1" diameter plain bar.

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_r04 longitudinal section through deck diaphragm at beams

page 9 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p09_r04_longitudinal_section_through_deck_diaphragm_at_beams
Original
p09_r04 longitudinal section through deck diaphragm at beams
{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Carries the SR 21 WB = PGL line and a 2% cross slope."
    },
    {
      "name": "barrier/parapet",
      "tag": "",
      "shape": "tapered upright",
      "material": "",
      "count": 2,
      "note": "One is shown at each outer deck edge."
    },
    {
      "name": "girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Girder cross-sections are shown supporting the deck."
    },
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 5,
      "note": "Diaphragms are shown between adjacent girders."
    },
    {
      "name": "reinforcing bars",
      "tag": "7-403B",
      "shape": "linear",
      "material": "",
      "count": 7,
      "note": "At equal spaces; 5 in. is shown at each end of the indicated bar group."
    },
    {
      "name": "reinforcing bars",
      "tag": "2-507B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Two separate callouts are shown, each marked 2-507B."
    },
    {
      "name": "reinforcing bars",
      "tag": "4-402B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 1 in. diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "end spacing",
      "value": "5″",
      "unit": "",
      "appliesTo": "7-403B"
    },
    {
      "label": "end spacing",
      "value": "5″",
      "unit": "",
      "appliesTo": "7-403B"
    },
    {
      "label": "plain bar diameter",
      "value": "1″",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "1″ DIAMETER PLAIN BAR",
    "FENCE NOT SHOWN, TYP.",
    "FENCE NOT SHOWN, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop shows a transverse section through bridge diaphragms, with six I-section girders and five diaphragm spans beneath a sloping deck slab. Reinforcement callouts are shown within the diaphragm arrangement, with edge barriers/parapets at both outer deck edges."
}

p09_r04 longitudinal section through deck diaphragm at beamsSection

  • plain barlinearCalled out as 1 in. diameter plain bar.

2% deck cross slope5″ end spacing5″ end spacing1″ plain bar diameter