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Deck Slab

7 pages · 24 crops · ×24 · deck

Matched toDeck Slabbridge.superstructure.deck_system.deck_slabon “Deck Slab”

4 read off the drawings · 1 not established
The class asks forValueHowFrom
LengthLwants m/mm44'-1 1/16" ft-inThe elevation shows one Deck Slab and states a total length of 44'-1 1/16". The total-length dimension is not explicitly tagged to the slab, but it is shown on the deck-slab elevation.readcheckp17 · p17_r02 at eq sps
WidthWwants m/mm43'-7" ft-inThe section through slab states an OUT TO OUT dimension of 43'-7". The dimension is not explicitly assigned to the slab boundary, but it is the overall transverse dimension on the slab section.readcheckp7 · p07_r01 section thru slab
ThicknessTwants m/mm7 3/4" between beams; 8" in overhangs inThe slab thickness is directly labeled 7 3/4". The accompanying note states: maintain a constant slab thickness of 7 3/4" between beams and 8" in the overhangs.readp7 · p07_r01 section thru slab
Instance CountNwants count1 countThe SLAB object in the section through slab is listed with count 1.readp7 · p07_r01 section thru slab
Concrete Gradefcknot establishedThe readings identify the deck slab as reinforced concrete but do not state a concrete grade or specified compressive strength.not found

Worked out by openai/gpt-5.6-terra from the readings below, which are the source. A derived value shows its arithmetic — check it against the drawing before it is priced.

How the sheets named it

SLABSlabslabslab boundaryRectangular deck/slab boundaryreinforced concrete slabslab outline

Every dimension read for it50

  • 7 3/4" inSLAB THICKNESSp7 · p07_r01 section thru slab
  • 2 1/4" inCENTERLINEp7 · p07_r01 section thru slab
  • 2 %slab slopep7 · p07_r05 section thru slab
  • 43'-7" ftOUT TO OUTnot attributedp7 · p07_r01
  • 40'-0" ftGUTTER TO GUTTERnot attributedp7 · p07_r01
  • 34'-0" ftLEFT GUTTER TO CENTERLINEnot attributedp7 · p07_r01
  • 22'-0" ftTOP WIDTHnot attributedp7 · p07_r01
  • 14'-2 1/2" ftOVERHANG DIMnot attributedp7 · p07_r01
  • 7'-6" ftBEAM SPACING (typ)not attributedp7 · p07_r01
  • 3'-0" ftMIN. DECK OPENINGnot attributedp7 · p07_r01
  • 7 3/4" inSLAB THICKNESSp7 · p07_r01
  • 2 1/4" CL. inCLEAR SLAB THICKNESSp7 · p07_r01
  • 4 3/8" inWALL/BEAM EDGE DIMnot attributedp7 · p07_r01
  • 2% percentslopep7 · p07_r05
  • 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
  • 5'-4 3/4" ft-inOverall widthp16 · p16_r07 detail 2
  • 5'-4 3/4" ft-inoverall widthnot attributedp16 · p16_r07
  • 5'-4 3/4" ft-inTop overall widthp16 · p16_r13
  • 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
  • p7"D" = 8 3/4" INTERIOR BEAMS
  • p7"D" = 9 1/8" EXTERIOR BEAMS
  • p7REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
  • p8FENCE NOTES:
  • p81. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.
  • p82. CAST 4" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.
  • p83. APPLY GALVANIZING REPAIR COMPONENT, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATIONS SECTIONS 645, TO ENDS OF 4" DIA. GALVANIZED SLEEVES.
  • 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
  • p9DO NOT REMOVE FENCE FORMS
  • 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
  • p14ELEVATION (BENT 2 RIGHT LOOKING AHEAD)
  • 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

  • SLAB×1rectangular slabreinforced concrete7 3/4" slab thickness; 2 1/4" centerline? (centerline note present in drawing)

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

  • Deck slab×1rectangularreinforced concrete
crop

p07_r05 section thru slab

page 7 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p07_r05_section_thru_slab
Original
p07_r05 section thru slab
{
  "view": "Section",
  "objects": [
    {
      "name": "Slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Section through slab (deck)"
    },
    {
      "name": "Pier/Column",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Supports slab along length"
    },
    {
      "name": "End post / barrier element",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Fence not shown, typical"
    },
    {
      "name": "Reinforcement bar",
      "tag": "",
      "shape": "line",
      "material": "",
      "count": 1,
      "note": "1\" diameter plain bar"
    }
  ],
  "measurements": [
    {
      "label": "slab slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "Slab"
    },
    {
      "label": "spacing for 7-403A at equal spaces",
      "value": "5",
      "unit": "in",
      "appliesTo": "7-403A"
    },
    {
      "label": "diameter",
      "value": "1",
      "unit": "in",
      "appliesTo": "1\" DIAMETER PLAIN BAR"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB"
  ],
  "description": "Cross-section through a slab showing supports (piers/columns) and end barrier elements. Notes indicate a 2% slope, spacing around a 7-403A item at 5 inches, and a 1-inch diameter plain reinforcement bar."
}

p07_r05 section thru slabSection

  • Slab×1rectangularSection through slab (deck)

2 % slab slope5 in spacing for 7-403A at equal spaces1 in diameter

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

  • Deck slab×1slabconcrete

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

crop

p07_r01

page 7 · other_p07_r01
Original
p07_r01
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "C BEAM",
      "tag": "C BEAM 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 5",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 6",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "PIER",
      "tag": "",
      "shape": "pier with bell bottom",
      "material": "reinforced concrete",
      "count": 5,
      "note": ""
    },
    {
      "name": "DECK SLAB",
      "tag": "",
      "shape": "slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "7 3/4\\\" SLAB"
    },
    {
      "name": "TRIANGULAR DRIP BEAD",
      "tag": "",
      "shape": "triangular drip bead",
      "material": "concrete",
      "count": 1,
      "note": "FULL LENGTH OF BRIDGE, TYP. 3/4\\\" DRIP BEAD"
    }
  ],
  "measurements": [
    {
      "label": "OUT TO OUT",
      "value": "43'-7\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "GUTTER TO GUTTER",
      "value": "40'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "LEFT GUTTER TO CENTERLINE",
      "value": "34'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "TOP WIDTH",
      "value": "22'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "OVERHANG DIM",
      "value": "14'-2 1/2\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "BEAM SPACING (typ)",
      "value": "7'-6\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "MIN. DECK OPENING",
      "value": "3'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "SLAB THICKNESS",
      "value": "7 3/4\"",
      "unit": "in",
      "appliesTo": "SLAB"
    },
    {
      "label": "CLEAR SLAB THICKNESS",
      "value": "2 1/4\" CL.",
      "unit": "in",
      "appliesTo": "SLAB"
    },
    {
      "label": "OVERALL HEIGHT",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "OVERHANG/EDGE"
    },
    {
      "label": "WALL/BEAM EDGE DIM",
      "value": "4 3/8\"",
      "unit": "in",
      "appliesTo": ""
    }
  ],
  "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 1/8\" EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "3/4\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL"
  ],
  "description": "Cross-section through a reinforced concrete bridge deck showing six deck beams (C BEAM 1–6), multiple concrete piers supporting the beam line, a 7 3/4 in thick deck slab, gutter and overhang details, and drip bead features. Notes provide slab thickness, D dimension guidance, and joint requirements."
}

p07_r01Cross Section

  • DECK SLAB×1slabreinforced concrete7 3/4\" SLAB

43'-7" ft OUT TO OUT40'-0" ft GUTTER TO GUTTER34'-0" ft LEFT GUTTER TO CENTERLINE22'-0" ft TOP WIDTH14'-2 1/2" ft OVERHANG DIM7'-6" ft BEAM SPACING (typ)3'-0" ft MIN. DECK OPENING7 3/4" in SLAB THICKNESS+3 more

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p07_r03

page 7 · other_p07_r03
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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

  • deck slab×1rectangularreinforced concretetop of slab supporting reinforcement bars

58-600 58-600 spacing note

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p07_r05

page 7 · other_p07_r05
Original
p07_r05
{
  "view": "Section",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "section through slab"
    },
    {
      "name": "parapet",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "left and right parapets"
    },
    {
      "name": "pier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 5,
      "note": "bents/pier supports along bottom"
    },
    {
      "name": "reinforcement bar",
      "tag": "",
      "shape": "circular",
      "material": "steel",
      "count": 1,
      "note": "1\" diameter plain bar"
    },
    {
      "name": "reinforcement bars",
      "tag": "7-403A",
      "shape": "circular",
      "material": "steel",
      "count": 7,
      "note": "7 bars at equal spaces"
    },
    {
      "name": "reinforcement bars",
      "tag": "4-402A",
      "shape": "circular",
      "material": "steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-507A",
      "shape": "circular",
      "material": "steel",
      "count": 4,
      "note": "two occurrences in view"
    }
  ],
  "measurements": [
    {
      "label": "left end spacing",
      "value": "5\"",
      "unit": "in",
      "appliesTo": "7-403A"
    },
    {
      "label": "right end spacing",
      "value": "5\"",
      "unit": "in",
      "appliesTo": "7-403A"
    },
    {
      "label": "slope",
      "value": "2%",
      "unit": "percent",
      "appliesTo": "slab"
    }
  ],
  "notes": [],
  "labels": [
    "SECTION THRU SLAB",
    "SR 2I WB = PGL",
    "FENCE NOT SHOWN, TYP."
  ],
  "description": "Cross-section through a slab showing end parapets, piers/bents, and reinforcement detailing with bars 7-403A, 4-402A, 2-507A and a 1\" plain bar; end spacings of 5 in and a 2% slope."
}

p07_r05Section

  • slab×1rectangularreinforced concretesection through slab

5" in left end spacing5" in right end spacing2% percent slope

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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

  • deck slab×1rectangularreinforced concretelongitudinal section of deck

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

Page 8

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p08_r01 for further details see georgia dot spec

page 8 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p08_r01_for_further_details_see_georgia_dot_spec
Original
p08_r01 for further details see georgia dot spec
{
  "view": "Section",
  "objects": [
    {
      "name": "ENDWALL",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "3'-0\" ENDWALL"
    },
    {
      "name": "PREFORMED JOINT FILLER",
      "tag": "",
      "shape": "block",
      "material": "foam/joint filler",
      "count": 1,
      "note": "L 1/2\" PREFORMED JOINT FILLER, TYP."
    },
    {
      "name": "ENDWALL",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "1'-6\" ENDWALL"
    },
    {
      "name": "PREFORMED JOINT FILLER",
      "tag": "",
      "shape": "block",
      "material": "foam/joint filler",
      "count": 1,
      "note": "L 1/2\" PREFORMED JOINT FILLER, TYP."
    },
    {
      "name": "PREFORMED FOAM JOINT FILLER",
      "tag": "",
      "shape": "block",
      "material": "foam",
      "count": 1,
      "note": "1\" PREFORMED FOAM JOINT FILLER AROUND PAD, TYP."
    },
    {
      "name": "BARRIER",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "SLAB",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "SLAB"
    },
    {
      "name": "PULL POST",
      "tag": "",
      "shape": "cylindrical",
      "material": "steel",
      "count": 1,
      "note": "2 7/8\" PULL POST"
    },
    {
      "name": "END POST",
      "tag": "",
      "shape": "cylindrical",
      "material": "steel",
      "count": 1,
      "note": "END POST"
    },
    {
      "name": "FENCE",
      "tag": "",
      "shape": "mesh",
      "material": "galvanized steel",
      "count": 1,
      "note": "ZINC COATED FENCE"
    },
    {
      "name": "POST VERT.",
      "tag": "",
      "shape": "rectangular",
      "material": "steel",
      "count": 1,
      "note": "VERTICAL POST ZINC COATED"
    },
    {
      "name": "CONSTR. JOINT",
      "tag": "",
      "shape": "joint",
      "material": "concrete",
      "count": 1,
      "note": "CONSTR. JOINT"
    }
  ],
  "measurements": [
    {
      "label": "34'-0\"",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "top dimension"
    },
    {
      "label": "6'-8\"",
      "value": "6'-8\"",
      "unit": "",
      "appliesTo": "top right dimension"
    },
    {
      "label": "3'-0\" ENDWALL",
      "value": "3'-0\" ENDWALL",
      "unit": "",
      "appliesTo": "left endwall"
    },
    {
      "label": "1'-6\" ENDWALL",
      "value": "1'-6\" ENDWALL",
      "unit": "",
      "appliesTo": "middle endwall"
    },
    {
      "label": "2% slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "section slope"
    }
  ],
  "notes": [
    "FENCE NOTES:",
    "1. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.",
    "2. CAST 4\" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.",
    "3. APPLY GALVANIZING REPAIR COMPONENT, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATIONS SECTIONS 645, TO ENDS OF 4\" DIA. GALVANIZED SLEEVES."
  ],
  "labels": [
    "SECTION THRU ENDWALL"
  ],
  "description": "This crop is a Section through an endwall and associated barrier assembly, showing endwalls at multiple locations, a barrier, posts, tension bars, a zinc-coated fence, and the adjacent concrete slab. It includes notes on joint fillers and fence installation as part of the endwall detail."
}

p08_r01 for further details see georgia dot specSection

  • SLAB×1rectangularconcreteSLAB

34'-0" 34'-0"6'-8" 6'-8"3'-0" ENDWALL 3'-0" ENDWALL1'-6" ENDWALL 1'-6" ENDWALL2% 2% slope

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

  • Deck Slab×1rectangular slabreinforced concrete7 3/4" slab thickness (as labeled); section through slab

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"

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p09_r06 face of beam typ

page 9 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p09_r06_face_of_beam_typ
Original
p09_r06 face of beam typ
{
  "view": "Section",
  "objects": [
    {
      "name": "Girder",
      "tag": "I-508",
      "shape": "I-beam",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Girder",
      "tag": "I-509",
      "shape": "I-beam",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Girder",
      "tag": "I-801",
      "shape": "I-beam",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Girder",
      "tag": "I-802",
      "shape": "I-beam",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Edge beam",
      "tag": "2-800",
      "shape": "edge beam",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent/Pier",
      "tag": "",
      "shape": "pier",
      "material": "concrete",
      "count": 4,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "8-404 AT EQUAL SPACES",
      "value": "8-404",
      "unit": "",
      "appliesTo": "deck spacing"
    },
    {
      "label": "Left spacing",
      "value": "2",
      "unit": "in",
      "appliesTo": "deck edge to first pier"
    },
    {
      "label": "Right spacing",
      "value": "2",
      "unit": "in",
      "appliesTo": "last pier to deck edge"
    },
    {
      "label": "Edge beam tag",
      "value": "2-800",
      "unit": "",
      "appliesTo": "edge beam location"
    }
  ],
  "notes": [
    "NOTE: BEARING PADS NOT SHOWN",
    "FENCE NOT SHOWN, TYP.",
    "DO NOT REMOVE FENCE FORMS"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP."
  ],
  "description": "Longitudinal section through a bridge deck showing four girders (I-508, I-509, I-801, I-802) spanning concrete piers/bents, with an edge beam and deck slab. Includes notes on bearing pads, fences, and edge-beam pour."
}

p09_r06 face of beam typSection

  • Deck slab×1slabreinforced concrete

8-404 8-404 AT EQUAL SPACES2 in Left spacing2 in Right spacing2-800 Edge beam tag

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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

  • Deck slab×1rectangularreinforced 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

  • Deck slab×1rectangularreinforced concretetop deck element between abutments

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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p13_r03 at eq sps

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

  • Deck slab×1slabtop deck slab

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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p13_r02

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

  • Deck slab×1slabreinforced 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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p13_r03

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

  • Deck slab×1rectangularreinforced concretecontinuous deck slab

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 14

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p14_r03

page 14 · other_p14_r03
Original
p14_r03
{
  "view": "Elevation",
  "objects": [
    {
      "name": "Column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Pier/column"
    },
    {
      "name": "Column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Pier/column"
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Column footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "footings beneath columns"
    }
  ],
  "measurements": [
    {
      "label": "Span",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "Between COLUMN 3 and COLUMN 4"
    },
    {
      "label": "Min vertical clearance",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "Right edge"
    },
    {
      "label": "EL. 186.42 (BK)",
      "value": "186.42",
      "unit": "",
      "appliesTo": "Top deck left"
    },
    {
      "label": "EL. 185.75 (AH)",
      "value": "185.75",
      "unit": "",
      "appliesTo": "Top deck near center"
    },
    {
      "label": "EL. 181.84",
      "value": "181.84",
      "unit": "",
      "appliesTo": "Left column base elevation"
    }
  ],
  "notes": [
    "ELEVATION (BENT 2 RIGHT LOOKING AHEAD)"
  ],
  "labels": [
    "BRIDGE NO. 1 LT. AND RT."
  ],
  "description": "Elevation view showing the deck resting on two columns (COLUMN 3 and COLUMN 4) with associated footing and deck slab details."
}

p14_r03Elevation

  • Deck slab×1rectangularreinforced concrete

25'-0" Span4'-0" Min vertical clearance186.42 EL. 186.42 (BK)185.75 EL. 185.75 (AH)181.84 EL. 181.84

Page 16

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p16_r07 detail 2

page 16 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p16_r07_detail_2
Original
p16_r07 detail 2
{
  "view": "Detail",
  "objects": [
    {
      "name": "slab boundary",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "outer boundary of the detail area"
    },
    {
      "name": "reinforcement grid",
      "tag": "",
      "shape": "grid",
      "material": "reinforced concrete",
      "count": 1,
      "note": "rectangular lattice of reinforcing bars"
    },
    {
      "name": "L-shaped notch/opening",
      "tag": "",
      "shape": "L-shaped opening",
      "material": "reinforced concrete",
      "count": 1,
      "note": "inner cutout in the slab"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "5'-4 3/4\"",
      "unit": "ft-in",
      "appliesTo": "slab boundary"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL 2",
    "B",
    "C"
  ],
  "description": "Detail view of a reinforced concrete slab showing a rectangular outer boundary, an interior reinforcement grid, and an L-shaped notch/opening in the lower portion. It is labeled DETAIL 2 with section callouts B and C."
}

p16_r07 detail 2Detail

  • slab boundary×1rectangularreinforced concreteouter boundary of the detail area

5'-4 3/4" ft-in Overall width

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p16_r04

page 16 · other_p16_r04
Original
p16_r04
{
  "view": "Plan",
  "objects": [
    {
      "name": "Rectangular deck/slab boundary",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "outer boundary of slab with interior grid (plan view)"
    },
    {
      "name": "Reinforcement grid",
      "tag": "",
      "shape": "grid",
      "material": "reinforced concrete",
      "count": 1,
      "note": "interior grid lines"
    },
    {
      "name": "Section marker",
      "tag": "B",
      "shape": "section marker",
      "material": "",
      "count": 1,
      "note": "view B"
    },
    {
      "name": "Section marker",
      "tag": "C",
      "shape": "section marker",
      "material": "",
      "count": 1,
      "note": "view C"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "5' - 4 3/4\"",
      "unit": "",
      "appliesTo": "top dimension"
    },
    {
      "label": "Left bay length",
      "value": "5-5IOA",
      "unit": "",
      "appliesTo": "between left edge and first interior vertical line"
    },
    {
      "label": "Right bay length",
      "value": "4-5IOB",
      "unit": "",
      "appliesTo": "between first interior vertical line and right edge"
    },
    {
      "label": "Right edge height",
      "value": "13A",
      "unit": "",
      "appliesTo": "vertical dimension on right"
    }
  ],
  "notes": [],
  "labels": [],
  "description": "Plan view of a rectangular slab/deck with an interior reinforcement grid. Shows an overall width of 5' 4 3/4\", two interior bay dimensions labeled 5-510A and 4-510B, and a right-edge vertical dimension of 13A. Section markers B and C are present."
}

p16_r04Plan

  • Rectangular deck/slab boundary×1rectangularouter boundary of slab with interior grid (plan view)

5' - 4 3/4" Overall width5-5IOA Left bay length4-5IOB Right bay length13A Right edge height

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p16_r07

page 16 · other_p16_r07
Original
p16_r07
{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforced concrete slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "outer boundary with internal reinforcement grid"
    },
    {
      "name": "reinforcement grid",
      "tag": "",
      "shape": "grid",
      "material": "steel reinforcement",
      "count": 1,
      "note": ""
    },
    {
      "name": "notch/recess",
      "tag": "",
      "shape": "L-shaped recess",
      "material": "reinforced concrete",
      "count": 1,
      "note": "lower-left interior notch"
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "5'-4 3/4\"",
      "unit": "ft-in",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL 2"
  ],
  "description": "Detail 2 showing a reinforced concrete slab with an interior reinforcement grid. The top width is 5'-4 3/4\", and there is an L-shaped notch in the lower-left portion."
}

p16_r07Detail

  • reinforced concrete slab×1rectangularreinforced concreteouter boundary with internal reinforcement grid

5'-4 3/4" ft-in overall width

crop

p16_r13

page 16 · other_p16_r13
Original
p16_r13
{
  "view": "Detail",
  "objects": [
    {
      "name": "slab outline",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "outer boundary of detail; contains reinforcement grid"
    }
  ],
  "measurements": [
    {
      "label": "Top overall width",
      "value": "5'-4 3/4\"",
      "unit": "ft-in",
      "appliesTo": "slab outline"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL 4"
  ],
  "description": "Detail 4 drawing shows the plan of a reinforced concrete slab with an interior grid and a rectangular notch/recut along the bottom-left area. The view is a detail view (Detail 4) with E and F direction markers."
}

p16_r13Detail

  • slab outline×1rectangularreinforced concreteouter boundary of detail; contains reinforcement grid

5'-4 3/4" ft-in Top overall width

Page 17

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p17_r02 at eq sps

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

  • Deck Slab×1rectangularreinforced concrete

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

crop

p17_r02

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

  • deck slab×1rectangularreinforced concreteDeck/slab surface depicted with elevations.

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

p17_r03

page 17 · other_p17_r03
Original
p17_r03
{
  "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

  • Deck slab×1rectangularreinforced concrete

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