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Abutment

4 pages · 14 crops · ×23 · substructure

Matched toAbutment Systembridge.substructure.abutment_systemon “Abutment”

This class asks for no measurements, so there is no take-off to do against it.

How the sheets named it

ABUTMENT (Left End)End Abutments

Every dimension read for it33

  • 8" in8"not attributedp7 · p07_r06
  • 2" in2"not attributedp7 · p07_r06
  • 189.16EL left abutment topnot attributedp13 · p13_r02 at eq sps
  • 189.23EL near left abutment topnot attributedp13 · p13_r02 at eq sps
  • 185.75EL deck center near Anot attributedp13 · p13_r02 at eq sps
  • 185.65EL deck midspannot attributedp13 · p13_r02 at eq sps
  • 185.52EL deck midspannot attributedp13 · p13_r02 at eq sps
  • 185.39EL deck midspannot attributedp13 · p13_r02 at eq sps
  • 185.26EL deck midspannot attributedp13 · p13_r02 at eq sps
  • 185.10EL deck midspannot attributedp13 · p13_r02 at eq sps
  • 188.39EL right abutment topnot attributedp13 · p13_r02 at eq sps
  • 188.45EL far right topnot attributedp13 · p13_r02 at eq sps
  • 183.75EL interior piernot attributedp13 · p13_r02 at eq sps
  • 182.98EL interior pier rightnot attributedp13 · p13_r02 at eq sps
  • 2'-10 1/8"2'-10 1/8"not attributedp13 · p13_r02 at eq sps
  • 10"10" (bay spacing)not attributedp13 · p13_r02 at eq sps
  • 7'-7 1/16"7'-7 1/16"not attributedp13 · p13_r02 at eq sps
  • 44'-1 1/16"44'-1 1/16" total lengthnot attributedp13 · p13_r02 at eq sps
  • 3'-3 5/8"3'-3 5/8"not attributedp13 · p13_r02 at eq sps
  • 189.42 ftEL. 189.42not attributedp17 · p17_r02 at eq sps
  • 189.50 ftEL. 189.50not attributedp17 · p17_r02 at eq sps
  • 186.04 ftEL. 186.04not attributedp17 · p17_r02 at eq sps
  • 185.93 ftEL. 185.93not attributedp17 · p17_r02 at eq sps
  • 185.80 ftEL. 185.80not attributedp17 · p17_r02 at eq sps
  • 185.67 ftEL. 185.67not attributedp17 · p17_r02 at eq sps
  • 185.53 ftEL. 185.53not attributedp17 · p17_r02 at eq sps
  • 185.37 ftEL. 185.37not attributedp17 · p17_r02 at eq sps
  • 188.71 ftEL. 188.71not attributedp17 · p17_r02 at eq sps
  • 188.67 ftEL. 188.67not attributedp17 · p17_r02 at eq sps
  • 184.04 ftEL. 184.04not attributedp17 · p17_r02 at eq sps
  • 183.25 ftEL. 183.25not attributedp17 · p17_r02 at eq sps
  • 44'-1 1/16" ftTotal lengthnot attributedp17 · p17_r02 at eq sps
  • 10" inFirst spannot attributedp17 · p17_r02 at eq sps

Notes on the sheets that carry it

  • p7DIMENSION 'D' IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY 'D' BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.
  • p7MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4" BETWEEN BEAMS AND 8" IN THE OVERHANGS.
  • p7FENCE NOT SHOWN, TYP.
  • p73/4" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.
  • p7NOTE: BEARING PADS NOT SHOWN
  • p7POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.
  • p7SR 21 WB = PGL
  • p9DIMENSION 'D' IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY 'D' BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE. MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4" BETWEEN BEAMS AND 8" IN THE OVERHANGS. 'D' = 8 3/4" INTERIOR BEAMS, 'D' = 9 1/4" EXTERIOR BEAMS
  • p134-4I0 OVER EACH PILE
  • p132-4I2
  • p132-4I5A, TYP.
  • p137-4II AT EQ. SPS. TYP. EA. BAY
  • p13AT EQ. SPACES
  • p134-4II AT EQ. SPACES
  • p174-441 AT EQ. SPACES
  • p177'-7 1/16"
  • p1710"
  • p1710", TYP.
  • p172'-10 1/8"
  • p174-440 OVER EACH PILE
  • p17AT EQ. SPS. TYP. EA. BAY

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

Page 7

crop

p07_r01 section thru slab

page 7 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p07_r01_section_thru_slab
Original
p07_r01 section thru slab
{
  "view": "Section",
  "objects": [
    {
      "name": "ABUTMENT (Left End)",
      "tag": "",
      "shape": "irregular wedge",
      "material": "reinforced concrete",
      "count": 1,
      "note": "left end abutment"
    },
    {
      "name": "PIER",
      "tag": "",
      "shape": "rectangular column",
      "material": "reinforced concrete",
      "count": 4,
      "note": "piers under slab; spacing 7'-6\" typical"
    },
    {
      "name": "C BEAM 1",
      "tag": "C BEAM 1",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 2",
      "tag": "C BEAM 2",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 3",
      "tag": "C BEAM 3",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 4",
      "tag": "C BEAM 4",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 5",
      "tag": "C BEAM 5",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 6",
      "tag": "C BEAM 6",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "SLAB",
      "tag": "",
      "shape": "rectangular slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "7 3/4\" slab thickness; 2 1/4\" centerline? (centerline note present in drawing)"
    },
    {
      "name": "DRIP BEAD",
      "tag": "",
      "shape": "triangular drip bead",
      "material": "",
      "count": 1,
      "note": "3/4\" triangular drip bead full length of bridge, typ."
    },
    {
      "name": "CONSTRUCTION JOINT",
      "tag": "",
      "shape": "joint",
      "material": "concrete",
      "count": 1,
      "note": "parallel with deck, typ."
    }
  ],
  "measurements": [
    {
      "label": "OUT TO OUT",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "SECTION THRU SLAB"
    },
    {
      "label": "GUTTER TO GUTTER",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "SECTION THRU SLAB"
    },
    {
      "label": "EDGE LEFT OVERHANG",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "LEFT END"
    },
    {
      "label": "OVERHANG (left)",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "LEFT EDGE"
    },
    {
      "label": "SLAB THICKNESS",
      "value": "7 3/4\"",
      "unit": "in",
      "appliesTo": "SLAB"
    },
    {
      "label": "CENTERLINE",
      "value": "2 1/4\"",
      "unit": "in",
      "appliesTo": "SLAB"
    },
    {
      "label": "SPACING BETWEEN BEAMS",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAMS"
    },
    {
      "label": "PIER SPACING",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "PIERS"
    },
    {
      "label": "EDGE BEAM WIDTH",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "END BEAM"
    },
    {
      "label": "DRIP BEAD WIDTH",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "DRIP BEAD"
    }
  ],
  "notes": [
    "DIMENSION 'D' IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY 'D' BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4\" BETWEEN BEAMS AND 8\" IN THE OVERHANGS.",
    "FENCE NOT SHOWN, TYP.",
    "3/4\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "FENCE NOT SHOWN, TYP."
  ],
  "description": "This crop shows a longitudinal cross-section through a concrete deck bridge, including an end abutment on the left, four concrete piers, and six C-beams supporting a slab. It includes slab thickness, spacing, and overhang dimensions, as well as notes on centerline bearing, joints, and drip bead."
}

p07_r01 section thru slabSection

  • ABUTMENT (Left End)×1irregular wedgereinforced concreteleft end abutment

43'-7" ft-in OUT TO OUT40'-0" ft-in GUTTER TO GUTTER1'-8" ft-in EDGE LEFT OVERHANG8" in OVERHANG (left)7 3/4" in SLAB THICKNESS2 1/4" in CENTERLINE7'-6" ft-in SPACING BETWEEN BEAMS7'-6" ft-in PIER SPACING+2 more

crop

p07_r03 400 bars in top of slab over

page 7 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p07_r03_400_bars_in_top_of_slab_over
Original
p07_r03 400 bars in top of slab over
{
  "view": "Detail",
  "objects": [
    {
      "name": "Abutment",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Intermediate Bent",
      "tag": "",
      "shape": "trapezoidal",
      "material": "reinforced concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bars (top of slab)",
      "tag": "",
      "shape": "circular",
      "material": "steel reinforcement",
      "count": null,
      "note": "top of slab; shown as circles along length"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "description": "Longitudinal detail of reinforced concrete deck showing top reinforcement in the slab and two intermediate bents supporting the deck; an abutment or wall is at the left. The callout 58-600 describes the spacing between 400 bars in the top of the slab over the intermediate bents."
}

p07_r03 400 bars in top of slab overDetail

  • Abutment×1rectangularreinforced concrete
crop

p07_r06 8 typ

page 7 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p07_r06_8_typ
Original
p07_r06 8 typ
{
  "view": "Elevation",
  "objects": [
    {
      "name": "abutment",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 2,
      "note": "left and right end abutments"
    },
    {
      "name": "pier",
      "tag": "",
      "shape": "trapezoidal/pedestal",
      "material": "concrete",
      "count": 4,
      "note": "bearing seats; bearings not shown"
    },
    {
      "name": "I-girder",
      "tag": "I-509",
      "shape": "I-beam",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "I-girder",
      "tag": "I-508",
      "shape": "I-beam",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "I-girder",
      "tag": "I-802",
      "shape": "I-beam",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "I-girder",
      "tag": "I-801",
      "shape": "I-beam",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Edge beam",
      "tag": "",
      "shape": "edge beam",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "slab",
      "material": "concrete",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Left abutment height",
      "value": "8",
      "unit": "in",
      "appliesTo": "left abutment"
    },
    {
      "label": "8-404",
      "value": "8-404",
      "unit": "",
      "appliesTo": "dimension along deck between vertical lines"
    },
    {
      "label": "Spacing (equal spaces)",
      "value": "2",
      "unit": "in",
      "appliesTo": "spacing between features"
    },
    {
      "label": "Deck slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck slope"
    }
  ],
  "notes": [
    "NOTE: BEARING PADS NOT SHOWN",
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "SR 21 WB = PGL"
  ],
  "labels": [
    "SR 21 WB = PGL"
  ],
  "description": "Longitudinal elevation of a multi-girder bridge deck showing end abutments, intermediate concrete piers, and I-girder members I-509, I-508, I-802, and I-801 supporting the deck slab. An edge beam runs along the outside face of the beam; bearing pads are not shown. Notes indicate fence not shown, typical spacing and edge-beam details."
}

p07_r06 8 typElevation

  • abutment×2rectangularconcreteleft and right end abutments

8 in Left abutment height8-404 8-4042 in Spacing (equal spaces)2 % Deck slope

crop

p07_r03

page 7 · other_p07_r03
Original
p07_r03
{
  "view": "Section",
  "objects": [
    {
      "name": "abutment",
      "tag": "",
      "shape": "block/abutment",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "top of slab supporting reinforcement bars"
    },
    {
      "name": "pier",
      "tag": "",
      "shape": "rectangular with pedestal",
      "material": "reinforced concrete",
      "count": 2,
      "note": "intermediate bent(s)"
    },
    {
      "name": "top reinforcement bars",
      "tag": "",
      "shape": "circular",
      "material": "steel",
      "count": null,
      "note": "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
    }
  ],
  "measurements": [
    {
      "label": "58-600 spacing note",
      "value": "58-600",
      "unit": "",
      "appliesTo": "top reinforcement bars"
    }
  ],
  "notes": [],
  "labels": [],
  "description": "longitudinal section of a bridge deck over intermediate bents with an abutment on the left. Shows top-of-slab reinforcement bars arranged along the length; callout indicates 58-600 spacing with two bars between each pair of 400 bars over the intermediate bents."
}

p07_r03Section

  • abutment×1block/abutmentreinforced concrete

58-600 58-600 spacing note

crop

p07_r06

page 7 · other_p07_r06
Original
p07_r06
{
  "view": "Section",
  "objects": [
    {
      "name": "abutment",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "longitudinal section of deck"
    },
    {
      "name": "I-beam",
      "tag": "I-509",
      "shape": "I-section",
      "material": "structural steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "I-beam",
      "tag": "I-508",
      "shape": "I-section",
      "material": "structural steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "I-beam",
      "tag": "I-802",
      "shape": "I-section",
      "material": "structural steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "I-beam",
      "tag": "I-801",
      "shape": "I-section",
      "material": "structural steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "bearing pedestal",
      "tag": "",
      "shape": "trapezoidal",
      "material": "concrete",
      "count": 5,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "8\"",
      "value": "8\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "2\"",
      "value": "2\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "2\" at equal spaces",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "equal spacing between features"
    },
    {
      "label": "2%",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slope"
    }
  ],
  "notes": [
    "NOTE: BEARING PADS NOT SHOWN",
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL"
  ],
  "description": "Longitudinal section through a bridge deck showing deck slab, edge beam, and multiple I-beams supported on bearing pedestals; includes typical notes on bearing pads, fence, and edge beam alignment."
}

p07_r06Section

  • abutment×1rectangularconcrete

8" in 8"2" in 2"2" in 2" at equal spaces2% % 2%

Page 9

crop

p09_r02 section thru slab

page 9 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p09_r02_section_thru_slab
Original
p09_r02 section thru slab
{
  "view": "Section",
  "objects": [
    {
      "name": "I-beam",
      "tag": "I BEAM 1-6",
      "shape": "I-section",
      "material": "structural steel",
      "count": 6,
      "note": "Located under the deck, spanning between piers"
    },
    {
      "name": "Pier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Supports deck; spaced along section between abutments"
    },
    {
      "name": "Deck Slab",
      "tag": "",
      "shape": "rectangular slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "7 3/4\" slab thickness (as labeled); section through slab"
    },
    {
      "name": "Abutment",
      "tag": "",
      "shape": "block",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Left and right end supports"
    },
    {
      "name": "Reinforcement Bar",
      "tag": "",
      "shape": "line",
      "material": "reinforcement steel",
      "count": 1,
      "note": "\"1\" DIAMETER PLAIN BAR\" callout in diaphragm section"
    }
  ],
  "measurements": [
    {
      "label": "43'-7\"",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "section length (out-to-out)"
    },
    {
      "label": "22'-0\"",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "overall deck length"
    },
    {
      "label": "40'-0\"",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "gutter-to-gutter distance"
    },
    {
      "label": "34'-0\"",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "gutter-to-gutter line referenced"
    },
    {
      "label": "6'-0\"",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "end dimension near right abutment"
    },
    {
      "label": "7'-6\"",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "beam spacing (between piers)"
    },
    {
      "label": "3'-0\"",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "bottom overhang dimension"
    },
    {
      "label": "1'-8\"",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "leftmost offset dimension"
    }
  ],
  "notes": [
    "DIMENSION 'D' IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY 'D' BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE. MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4\" BETWEEN BEAMS AND 8\" IN THE OVERHANGS. 'D' = 8 3/4\" INTERIOR BEAMS, 'D' = 9 1/4\" EXTERIOR BEAMS"
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop shows two longitudinal section views: SECTION THRU SLAB and SECTION THRU DIAPHRAGM. It documents the reinforced concrete deck slab supported by six I-beam girders and six concrete piers, with end abutments. A diaphragm reinforcement note (1-inch diameter plain bar) is shown in the diaphragm view."
}

p09_r02 section thru slabSection

  • Abutment×2blockreinforced concreteLeft and right end supports

43'-7" ft-in 43'-7"22'-0" ft-in 22'-0"40'-0" ft-in 40'-0"34'-0" ft-in 34'-0"6'-0" ft-in 6'-0"7'-6" ft-in 7'-6"3'-0" ft-in 3'-0"1'-8" ft-in 1'-8"

crop

p09_r06

page 9 · other_p09_r06
Original
p09_r06
{
  "view": "Section",
  "objects": [
    {
      "name": "Abutment",
      "tag": "",
      "shape": "rectangular block with wingwall",
      "material": "reinforced concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "Bent / Pier",
      "tag": "I-508",
      "shape": "pier",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent / Pier",
      "tag": "I-509",
      "shape": "pier",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent / Pier",
      "tag": "I-801",
      "shape": "pier",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent / Pier",
      "tag": "I-802",
      "shape": "pier",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "left spacing",
      "value": "2",
      "unit": "in",
      "appliesTo": "between left edge and equal spaces"
    },
    {
      "label": "right spacing",
      "value": "2",
      "unit": "in",
      "appliesTo": "between equal spaces and right edge"
    },
    {
      "label": "slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck slope"
    }
  ],
  "notes": [
    "NOTE: BEARING PADS NOT SHOWN"
  ],
  "labels": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "SR 2I WB = PGL",
    "DO NOT REMOVE EDGE BEAM FORMS"
  ],
  "description": "Longitudinal section through a bridge showing abutments at the ends and interior bents/pier assemblies (I-508, I-509, I-801, I-802) with the deck slab and edge beam. Bearing pads are not shown; standard notes call out pour edge beam alignment and fence not shown."
}

p09_r06Section

  • Abutment×2rectangular block with wingwallreinforced concrete

2 in left spacing2 in right spacing2 % slope

Page 13

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p13_r02 at eq sps

page 13 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p13_r02_at_eq_sps
Original
p13_r02 at eq sps
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Abutment",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "vertical supports under deck"
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "top deck element between abutments"
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "caps atop piles"
    }
  ],
  "measurements": [
    {
      "label": "EL left abutment top",
      "value": "189.16",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL near left abutment top",
      "value": "189.23",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL deck center near A",
      "value": "185.75",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL deck midspan",
      "value": "185.65",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL deck midspan",
      "value": "185.52",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL deck midspan",
      "value": "185.39",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL deck midspan",
      "value": "185.26",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL deck midspan",
      "value": "185.10",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL right abutment top",
      "value": "188.39",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL far right top",
      "value": "188.45",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL interior pier",
      "value": "183.75",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL interior pier right",
      "value": "182.98",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "2'-10 1/8\"",
      "value": "2'-10 1/8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "10\" (bay spacing)",
      "value": "10\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "7'-7 1/16\"",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "44'-1 1/16\" total length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "3'-3 5/8\"",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "A",
    "B"
  ],
  "description": "Longitudinal elevation view of a pile-supported bridge/structure showing left and right abutments, piles and pile caps supporting a deck slab. Includes bay spacing dimensions and elevation callouts."
}

p13_r02 at eq spsElevation

  • Abutment×2rectangularreinforced concrete

189.16 EL left abutment top189.23 EL near left abutment top185.75 EL deck center near A185.65 EL deck midspan185.52 EL deck midspan185.39 EL deck midspan185.26 EL deck midspan185.10 EL deck midspan+9 more

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page 13 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p13_r03_at_eq_sps
Original
p13_r03 at eq sps
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "vertical piles beneath deck"
    },
    {
      "name": "Abutment",
      "tag": "",
      "shape": "rectangular block",
      "material": "",
      "count": 2,
      "note": "end supports"
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "slab",
      "material": "",
      "count": 1,
      "note": "top deck slab"
    }
  ],
  "measurements": [
    {
      "label": "Left edge to first pile",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "Piles"
    },
    {
      "label": "Bay spacing 1",
      "value": "7'-7/16\"",
      "unit": "ft-in",
      "appliesTo": "Piles"
    },
    {
      "label": "Bay spacing 2",
      "value": "7'-7/16\"",
      "unit": "ft-in",
      "appliesTo": "Piles"
    },
    {
      "label": "Bay spacing 3",
      "value": "7'-7/16\"",
      "unit": "ft-in",
      "appliesTo": "Piles"
    },
    {
      "label": "Bay spacing 4",
      "value": "7'-7/16\"",
      "unit": "ft-in",
      "appliesTo": "Piles"
    },
    {
      "label": "Right edge to last pile",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "Piles"
    },
    {
      "label": "Total length",
      "value": "44'-1/16\"",
      "unit": "ft-in",
      "appliesTo": "Span"
    },
    {
      "label": "Spacing between features (typical)",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "Between features"
    }
  ],
  "notes": [],
  "labels": [
    "A",
    "B"
  ],
  "description": "Longitudinal cross-section through a pile-supported deck showing end abutments, multiple piles, and the deck slab with elevation callouts and typical bay spacings."
}

p13_r03 at eq spsCross Section

  • Abutment×2rectangular blockend supports

2'-10 1/8" ft-in Left edge to first pile7'-7/16" ft-in Bay spacing 17'-7/16" ft-in Bay spacing 27'-7/16" ft-in Bay spacing 37'-7/16" ft-in Bay spacing 43'-3 5/8" ft-in Right edge to last pile44'-1/16" ft-in Total length10" in Spacing between features (typical)

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page 13 · other_p13_r02
Original
p13_r02
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Piles",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "Abutment",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "EL. 189.16",
      "value": "189.16",
      "unit": "ft",
      "appliesTo": "Left abutment top"
    },
    {
      "label": "EL. 189.23",
      "value": "189.23",
      "unit": "ft",
      "appliesTo": "Left abutment top"
    },
    {
      "label": "EL. 185.75",
      "value": "185.75",
      "unit": "ft",
      "appliesTo": "Deck elevation (left portion)"
    },
    {
      "label": "EL. 185.65",
      "value": "185.65",
      "unit": "ft",
      "appliesTo": "Deck elevation"
    },
    {
      "label": "EL. 185.52",
      "value": "185.52",
      "unit": "ft",
      "appliesTo": "Deck/overpile area"
    },
    {
      "label": "EL. 185.39",
      "value": "185.39",
      "unit": "ft",
      "appliesTo": "Deck/overpile area"
    },
    {
      "label": "EL. 185.26",
      "value": "185.26",
      "unit": "ft",
      "appliesTo": "Deck area near center"
    },
    {
      "label": "EL. 185.10",
      "value": "185.10",
      "unit": "ft",
      "appliesTo": "Deck area near right"
    },
    {
      "label": "EL. 188.39",
      "value": "188.39",
      "unit": "ft",
      "appliesTo": "Right abutment top"
    },
    {
      "label": "EL. 188.45",
      "value": "188.45",
      "unit": "ft",
      "appliesTo": "Right abutment top"
    },
    {
      "label": "EL. 182.98",
      "value": "182.98",
      "unit": "ft",
      "appliesTo": "Right approach area"
    }
  ],
  "notes": [
    "4-4I0 OVER EACH PILE",
    "2-4I2",
    "2-4I5A, TYP.",
    "7-4II AT EQ. SPS. TYP. EA. BAY",
    "AT EQ. SPACES"
  ],
  "labels": [
    "4-4I0 OVER EACH PILE",
    "2-4I2",
    "2-4I5A, TYP.",
    "7-4II AT EQ. SPS.",
    "EA. BAY"
  ],
  "description": "Elevation view of a bridge showing end abutments, a line of piles supporting a deck, and typical elevations across the structure with spacing notes."
}

p13_r02Elevation

  • Abutment×2rectangularreinforced concrete

189.16 ft EL. 189.16189.23 ft EL. 189.23185.75 ft EL. 185.75185.65 ft EL. 185.65185.52 ft EL. 185.52185.39 ft EL. 185.39185.26 ft EL. 185.26185.10 ft EL. 185.10+3 more

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page 13 · other_p13_r03
Original
p13_r03
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Abutment",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "left and right abutments"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "vertical piles along the deck between abutments"
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "continuous deck slab"
    }
  ],
  "measurements": [
    {
      "label": "EL. 188.03",
      "value": "188.03",
      "unit": "ft",
      "appliesTo": "left abutment top"
    },
    {
      "label": "EL. 188.10",
      "value": "188.10",
      "unit": "ft",
      "appliesTo": "left deck area"
    },
    {
      "label": "EL. 184.75",
      "value": "184.75",
      "unit": "ft",
      "appliesTo": "deck level"
    },
    {
      "label": "EL. 184.96",
      "value": "184.96",
      "unit": "ft",
      "appliesTo": "deck level"
    },
    {
      "label": "EL. 185.13",
      "value": "185.13",
      "unit": "ft",
      "appliesTo": "deck level"
    },
    {
      "label": "EL. 185.30",
      "value": "185.30",
      "unit": "ft",
      "appliesTo": "deck level"
    },
    {
      "label": "EL. 185.47",
      "value": "185.47",
      "unit": "ft",
      "appliesTo": "deck level"
    },
    {
      "label": "EL. 185.62",
      "value": "185.62",
      "unit": "ft",
      "appliesTo": "deck level"
    },
    {
      "label": "EL. 189.00",
      "value": "189.00",
      "unit": "ft",
      "appliesTo": "right abutment top"
    },
    {
      "label": "EL. 189.11",
      "value": "189.11",
      "unit": "ft",
      "appliesTo": "deck level"
    },
    {
      "label": "EL. 183.62",
      "value": "183.62",
      "unit": "ft",
      "appliesTo": "right deck area"
    },
    {
      "label": "EL. 182.59",
      "value": "182.59",
      "unit": "ft",
      "appliesTo": "left deck area"
    },
    {
      "label": "44'-1 1/16\"",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "overall length"
    },
    {
      "label": "2'-10 1/8\"",
      "value": "2'-10 1/8\"",
      "unit": "",
      "appliesTo": "left bay width"
    },
    {
      "label": "7'-7/16\"",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "bay spacing"
    },
    {
      "label": "10\"",
      "value": "10\"",
      "unit": "",
      "appliesTo": "dimension between piles"
    },
    {
      "label": "3'-3 5/8\"",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": "right bay width"
    }
  ],
  "notes": [
    "4-4II AT EQ. SPACES"
  ],
  "labels": [
    "A",
    "B"
  ],
  "description": "Elevation view of a long-span deck structure with end abutments and vertical piles. The drawing shows pile locations, deck elevations (EL.), section callouts A and B, and spacing/length dimensions for the deck along its length."
}

p13_r03Elevation

  • Abutment×2rectangularreinforced concreteleft and right abutments

188.03 ft EL. 188.03188.10 ft EL. 188.10184.75 ft EL. 184.75184.96 ft EL. 184.96185.13 ft EL. 185.13185.30 ft EL. 185.30185.47 ft EL. 185.47185.62 ft EL. 185.62+9 more

Page 17

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page 17 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p17_r02_at_eq_sps
Original
p17_r02 at eq sps
{
  "view": "Elevation",
  "objects": [
    {
      "name": "End Abutments",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "left and right ends in this crop"
    },
    {
      "name": "Pile",
      "tag": "2-445B",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "Pile",
      "tag": "4-441",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 4,
      "note": "AT EQ. SPACES"
    },
    {
      "name": "Pile",
      "tag": "4-1040",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pile",
      "tag": "2-442",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "Pile",
      "tag": "2-445C",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Deck Slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "EL. 189.42",
      "value": "189.42",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "EL. 189.50",
      "value": "189.50",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "EL. 186.04",
      "value": "186.04",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "EL. 185.93",
      "value": "185.93",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "EL. 185.80",
      "value": "185.80",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "EL. 185.67",
      "value": "185.67",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "EL. 185.53",
      "value": "185.53",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "EL. 185.37",
      "value": "185.37",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "EL. 188.71",
      "value": "188.71",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "EL. 188.67",
      "value": "188.67",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "EL. 184.04",
      "value": "184.04",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "EL. 183.25",
      "value": "183.25",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Total length",
      "value": "44'-1 1/16\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "First span",
      "value": "10\"",
      "unit": "in",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "Sheet page 17"
  ],
  "description": "Elevation view showing end abutments, multiple piles (2-445B; 4-441; 4-1040; 2-442; 2-445C), and the deck slab along a 44'-1 1/16\" length with piles spaced along the span."
}

p17_r02 at eq spsElevation

  • End Abutments×2rectangularreinforced concreteleft and right ends in this crop

189.42 ft EL. 189.42189.50 ft EL. 189.50186.04 ft EL. 186.04185.93 ft EL. 185.93185.80 ft EL. 185.80185.67 ft EL. 185.67185.53 ft EL. 185.53185.37 ft EL. 185.37+6 more

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page 17 · other_p17_r02
Original
p17_r02
{
  "view": "Elevation",
  "objects": [
    {
      "name": "abutment",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Left end abutment with vertical elements; elevations indicated."
    },
    {
      "name": "wing wall",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Wing wall element at left abutment."
    },
    {
      "name": "pier / bent",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Interior piers/bents along the deck; typical spacing shown."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Deck/slab surface depicted with elevations."
    },
    {
      "name": "parapet / barrier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Top barrier along the deck edge."
    },
    {
      "name": "piles / pile elements",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "Vertical pile/bent elements supporting the deck."
    }
  ],
  "measurements": [
    {
      "label": "EL. 189.42",
      "value": "189.42",
      "unit": "ft",
      "appliesTo": "left abutment / deck edge"
    },
    {
      "label": "EL. 189.50",
      "value": "189.50",
      "unit": "ft",
      "appliesTo": "left abutment / deck edge"
    },
    {
      "label": "EL. 186.04",
      "value": "186.04",
      "unit": "ft",
      "appliesTo": "deck edge"
    },
    {
      "label": "EL. 185.93",
      "value": "185.93",
      "unit": "ft",
      "appliesTo": "deck edge"
    },
    {
      "label": "EL. 185.80",
      "value": "185.80",
      "unit": "ft",
      "appliesTo": "deck edge"
    },
    {
      "label": "EL. 185.67",
      "value": "185.67",
      "unit": "ft",
      "appliesTo": "deck edge"
    },
    {
      "label": "EL. 185.53",
      "value": "185.53",
      "unit": "ft",
      "appliesTo": "deck edge"
    },
    {
      "label": "EL. 185.37",
      "value": "185.37",
      "unit": "ft",
      "appliesTo": "deck edge"
    },
    {
      "label": "EL. 188.67",
      "value": "188.67",
      "unit": "ft",
      "appliesTo": "deck edge"
    },
    {
      "label": "EL. 188.71",
      "value": "188.71",
      "unit": "ft",
      "appliesTo": "deck edge"
    },
    {
      "label": "EL. 184.04",
      "value": "184.04",
      "unit": "ft",
      "appliesTo": "left side / footing"
    },
    {
      "label": "EL. 183.25",
      "value": "183.25",
      "unit": "ft",
      "appliesTo": "right side / footing"
    }
  ],
  "notes": [
    "4-441 AT EQ. SPACES",
    "4-441 AT EQ. SPACES",
    "7'-7 1/16\"",
    "10\"",
    "10\", TYP.",
    "2'-10 1/8\""
  ],
  "labels": [
    "A",
    "B",
    "Elevation"
  ],
  "description": "Elevation view of a bridge/structure showing end abutment with wing wall, multiple piers/bents, and a deck with typical spacing and elevations. Callouts A and B indicate typical details or sections, with numerous elevation references (EL.) along the deck and end sections. The crop focuses on the longitudinal arrangement of supports and the associated spacing and dimensions."
}

p17_r02Elevation

  • abutment×1rectangularreinforced concreteLeft end abutment with vertical elements; elevations indicated.

189.42 ft EL. 189.42189.50 ft EL. 189.50186.04 ft EL. 186.04185.93 ft EL. 185.93185.80 ft EL. 185.80185.67 ft EL. 185.67185.53 ft EL. 185.53185.37 ft EL. 185.37+4 more

crop

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{
  "view": "Elevation",
  "objects": [
    {
      "name": "Abutment",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "end abutments (ELs shown)"
    },
    {
      "name": "Pile",
      "tag": "2-445B",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pile",
      "tag": "2-445A",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "typical"
    },
    {
      "name": "Pile",
      "tag": "2-445C",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam / Girder",
      "tag": "4-1040",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Overall length",
      "value": "44'-1/16\"",
      "unit": "ft",
      "appliesTo": "Elevation"
    },
    {
      "label": "Left end to first pile",
      "value": "2'-10 1/8\"",
      "unit": "ft",
      "appliesTo": "Left abutment"
    },
    {
      "label": "Bay spacing (typical)",
      "value": "7'-7/16\"",
      "unit": "ft",
      "appliesTo": "Between piles"
    },
    {
      "label": "Right end to last pile",
      "value": "3'-3 5/8\"",
      "unit": "ft",
      "appliesTo": "Right abutment"
    },
    {
      "label": "Spacing between piles",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "Piles"
    },
    {
      "label": "Elevation left abutment",
      "value": "EL. 188.39",
      "unit": "ft",
      "appliesTo": "Left abutment"
    },
    {
      "label": "Elevation near first bay",
      "value": "EL. 185.12",
      "unit": "ft",
      "appliesTo": "Deck"
    },
    {
      "label": "Elevation near mid bay",
      "value": "EL. 185.49",
      "unit": "ft",
      "appliesTo": "Deck"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "4-441 AT EQ. SPACES",
    "AT EQ. SPS. TYP. EA. BAY"
  ],
  "labels": [
    "A",
    "B",
    "EL. 189.36",
    "EL. 189.44",
    "EL. 188.39",
    "EL. 188.45",
    "EL. 185.12",
    "EL. 185.32",
    "EL. 185.49",
    "EL. 185.66",
    "EL. 185.82",
    "EL. 185.96",
    "EL. 183.96"
  ],
  "description": "Elevational view of a pile-supported bridge. The crop shows end abutments, a row of piles labeled 2-445B/2-445A/2-445C, a deck slab, and a girder/beams element labeled 4-1040. Typical bay spacings and elevations are annotated, with callouts A and B marking section references."
}

p17_r03Elevation

  • Abutment×2rectangularreinforced concreteend abutments (ELs shown)

44'-1/16" ft Overall length2'-10 1/8" ft Left end to first pile7'-7/16" ft Bay spacing (typical)3'-3 5/8" ft Right end to last pile10" in Spacing between pilesEL. 188.39 ft Elevation left abutmentEL. 185.12 ft Elevation near first bayEL. 185.49 ft Elevation near mid bay