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Reinforcing Bar

3 pages · 18 crops · ×70 · material

Matched toReinforcing Barbridge.ancillary_system.reinforcement_system.rebaron “Reinforcing Bar”

2 read off the drawings · 1 derived · 2 not established
The class asks forValueHowFrom
Reinforcement Diameterbar_Dwants mmnot establishedThe only explicitly stated bar diameter is 1", and it applies to a separately identified "plain bar," not to any of the tagged reinforcing bars. No diameter is stated for the reinforcing-bar marks.not found
Bar LengthL_barwants m/mm10'-0"The reinforcement note states: "2-600 (10'-0\" LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3."This is the stated length of each 600 reinforcing bar in the specified top-of-slab intermediate-bent placement.readp3 · p03_r04 notes
Reinforcement CountN_barwants count58-600; 2-600 between each pair of 400 bars; 30-400A; 14-400A; 6-400A; 7-403A; 4-507A; 4-402A; 8-404; 2-800; 1-509; 1-508; 1-802; 1-801 countCounts are read from the bar callouts: 58-600; 2-600; 30-400A; 14-400A; 6-400A; 7-403A; 2-507A + 2-507A = 4-507A; 4-402A; 8-404; 2-800; and one each of 509, 508, 802, and 801.The drawings contain multiple reinforcing-bar marks and placements, so there is no single count applicable to all reinforcing bars. The reported counts are the explicitly called-out counts for their respective marks and locations.readp3 · p03_r04 notesp5 · p05_r03 400 bars in top of slab overp5 · p05_r01 section thru slabp5 · p05_r05 section thru slabp5 · p05_r06
Steel Gradefynot establishedNo reinforcing-steel grade, yield strength, ASTM designation, or equivalent steel-grade specification is stated in the readings.not found
MassMwants kg/tLeft Bridge Total: 69762 LB; Right Bridge Total: 69762 LB; Both Bridges Total: 139524 LB LBBoth Bridges Total = Left Bridge Total + Right Bridge Total = 69762 LB + 69762 LB = 139524 LB.The superstructure quantities table directly states 69762 LB of superstructure reinforcing steel for each bridge total. The combined total is arithmetic on those two unambiguous bridge totals. The drawing reports mass quantity in LB; no conversion has been made.derivedp2 · p02_r05 superstructure quantities

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

Superstructure reinforcing steelreinforcing steel barReinforcement barmain slab reinforcement barsbarsreinforcement barmain slab reinforcement barreinforcement bars600400A*500B400400B400C12-502D12-502E30-400A14-400A6-400A507A402A403AI-509I-508I-802I-8012-800502500A5015B-600400 BARS8-4041-5091-5081-8021-801

Every dimension read for it15

  • 2'-0"minimum lapp3 · p03_r01
  • 22'-0"PGL offset shownnot attributedp3 · p03_r01
  • 5'-0"dimension at circled asterisk calloutsnot attributedp3 · p03_r01
  • 2"clear coverp3 · p03_r03
  • 6½"reinforcement spacingp5 · p05_r01
  • 2"partial adjacent view dimensionnot attributedp5 · p05_r01
  • 2”vertical dimensionnot attributedp5 · p05_r04
  • 2’-4”vertical dimensionnot attributedp5 · p05_r04
  • 1 1/2”clear cover, typicalnot attributedp5 · p05_r04
  • 7reinforcing bar quantityp5 · p05_r05
  • 2reinforcing bar quantityp5 · p05_r05
  • 4reinforcing bar quantityp5 · p05_r05
  • 2reinforcing bar quantityp5 · p05_r05
  • 2" "End dimensionp5 · p05_r06
  • 2" "End dimensionp5 · p05_r06

Notes on the sheets that carry it

  • p2END POST CONCRETE AND BAR REINFORCING STEEL INCLUDED IN END SPAN QUANTITIES.
  • p2600 BAR QUANTITIES ARE INCLUDED IN SPAN 2.
  • p23'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
  • p28" FILLET, TYP.
  • p281°-20'-05.0", TYP.
  • p210" CONCRETE DIAPHRAGM, TYP.
  • p21'-0" EDGEBEAM, TYP.
  • p212" PAVING REST
  • p21'-6" ENDWALL
  • p2FENCE POST SPACING
  • p3BARS ARE DETAILED IN BAR DETAILS AS EQUIVALENT FULL LENGTH BARS.
  • p3* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA DOT SPECIFICATION FOR PLACEMENT OF 500B BAR.
  • p3(*) 5. 2-600 (10'-0" LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3.
  • p3(**) 6. LAP IN BARS SHALL BE STAGGERED AND ALTERNATED TO MAXIMIZE THE DISTANCE BETWEEN ADJACENT SPLICES.
  • p32'-0" MIN. LAP
  • p5DIMENSION “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.
  • p5MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.
  • p5“D” = 8¾” INTERIOR BEAMS
  • p5“D” = 9⅝” EXTERIOR BEAMS
  • p5FENCE NOT SHOWN, TYP.
  • p530-400A SPACED AS SHOWN
  • p5502 AT EVERY 500A, TYP.
  • p5500A AT 6½”
  • p550I UNDER EVERY 500A
  • p56-400A AT EQ. SPS.
  • p514-400A AT EQUAL SPACES, TYP.
  • p5REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
  • p5¾” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.
  • p558-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)
  • p51 1/2" CL. TYP.
  • p51" DIA. PLAIN BAR
  • p5AT EQUAL SPACES
  • p51" DIAMETER PLAIN BAR
  • p5POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.
  • p5NOTE: BEARING PADS NOT SHOWN
  • p5501 UNDER EVERY 500A
  • p55B-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)

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

Page 2

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p02_r05 superstructure quantities

page 2 · gdot_drawing_for_one_item_1d2aef44145e4a0fb4e1079a43f94de1_p02_r05_superstructure_quantities
Original
p02_r05 superstructure quantities
{
  "view": "Table",
  "objects": [
    {
      "name": "Superstructure concrete, Class “D”",
      "tag": "",
      "shape": "",
      "material": "concrete, Class “D”",
      "count": null,
      "note": "Quantity item listed for left and right bridge spans and totals."
    },
    {
      "name": "Superstructure reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Quantity item listed for left and right bridge spans and totals."
    }
  ],
  "measurements": [
    {
      "label": "LUMP - CY SUPERSTR CONCRETE, CLASS “D” — Left Bridge Span 1",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 1"
    },
    {
      "label": "LUMP - CY SUPERSTR CONCRETE, CLASS “D” — Left Bridge Span 2",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 2"
    },
    {
      "label": "LUMP - CY SUPERSTR CONCRETE, CLASS “D” — Left Bridge Span 3",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 3"
    },
    {
      "label": "LUMP - CY SUPERSTR CONCRETE, CLASS “D” — Left Bridge Total",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Total"
    },
    {
      "label": "LUMP - CY SUPERSTR CONCRETE, CLASS “D” — Right Bridge Span 1",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 1"
    },
    {
      "label": "LUMP - CY SUPERSTR CONCRETE, CLASS “D” — Right Bridge Span 2",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 2"
    },
    {
      "label": "LUMP - CY SUPERSTR CONCRETE, CLASS “D” — Right Bridge Span 3",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 3"
    },
    {
      "label": "LUMP - CY SUPERSTR CONCRETE, CLASS “D” — Right Bridge Total",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Total"
    },
    {
      "label": "LUMP - LB SUPERSTR REINF STEEL — Left Bridge Span 1",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 1"
    },
    {
      "label": "LUMP - LB SUPERSTR REINF STEEL — Left Bridge Span 2",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 2"
    },
    {
      "label": "LUMP - LB SUPERSTR REINF STEEL — Left Bridge Span 3",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 3"
    },
    {
      "label": "LUMP - LB SUPERSTR REINF STEEL — Left Bridge Total",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "Left Bridge Total"
    },
    {
      "label": "LUMP - LB SUPERSTR REINF STEEL — Right Bridge Span 1",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 1"
    },
    {
      "label": "LUMP - LB SUPERSTR REINF STEEL — Right Bridge Span 2",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 2"
    },
    {
      "label": "LUMP - LB SUPERSTR REINF STEEL — Right Bridge Span 3",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 3"
    },
    {
      "label": "LUMP - LB SUPERSTR REINF STEEL — Right Bridge Total",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "Right Bridge Total"
    }
  ],
  "notes": [],
  "labels": [
    "SUPERSTRUCTURE QUANTITIES",
    "ITEM",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "SPAN 1",
    "SPAN 2",
    "SPAN 3",
    "TOTAL"
  ],
  "description": "This crop is a superstructure quantities table for left and right bridges. It lists lump-sum quantities of Class “D” superstructure concrete in CY and superstructure reinforcing steel in LB, broken down by three spans and bridge totals."
}

p02_r05 superstructure quantitiesTable

  • Superstructure reinforcing steelreinforcing steelQuantity item listed for left and right bridge spans and totals.

75.0 CY LUMP - CY SUPERSTR CONCRETE, CLASS “D” — Left Bridge Span 199.0 CY LUMP - CY SUPERSTR CONCRETE, CLASS “D” — Left Bridge Span 275.0 CY LUMP - CY SUPERSTR CONCRETE, CLASS “D” — Left Bridge Span 3249.0 CY LUMP - CY SUPERSTR CONCRETE, CLASS “D” — Left Bridge Total75.0 CY LUMP - CY SUPERSTR CONCRETE, CLASS “D” — Right Bridge Span 199.0 CY LUMP - CY SUPERSTR CONCRETE, CLASS “D” — Right Bridge Span 275.0 CY LUMP - CY SUPERSTR CONCRETE, CLASS “D” — Right Bridge Span 3249.0 CY LUMP - CY SUPERSTR CONCRETE, CLASS “D” — Right Bridge Total+8 more

crop

p02_r06 notes

page 2 · gdot_drawing_for_one_item_1d2aef44145e4a0fb4e1079a43f94de1_p02_r06_notes
Original
p02_r06 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "end post",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete and bar reinforcing steel included in end span quantities."
    },
    {
      "name": "reinforcing steel bar",
      "tag": "600",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Bar quantities are included in Span 2."
    }
  ],
  "measurements": [],
  "notes": [
    "END POST CONCRETE AND BAR REINFORCING STEEL INCLUDED IN END SPAN QUANTITIES.",
    "600 BAR QUANTITIES ARE INCLUDED IN SPAN 2."
  ],
  "labels": [
    "SPAN 2"
  ],
  "description": "This crop contains quantity inclusion notes for end posts and reinforcing steel. It states that end post concrete and reinforcing steel are included in end span quantities, and that 600 bar quantities are included in Span 2."
}

p02_r06 notesNotes

  • reinforcing steel bar600steelBar quantities are included in Span 2.
crop

p02_r01

page 2 · other_p02_r01
Original
p02_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "Beam",
      "tag": "℄ BEAM 1",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 2",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 3",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 4",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 5",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 6",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 7",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 8",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 9",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 10",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 11",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 12",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": null,
      "note": "Shown between beams; TYP."
    },
    {
      "name": "Edgebeam",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": null,
      "note": "Shown along exterior deck edges; TYP."
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Both 3'-0\" outside exterior beam and 1'-6\" endwall callouts are shown."
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": "Callout shown at Beam 5 and Beam 11 locations."
    },
    {
      "name": "Fence post",
      "tag": "",
      "shape": "circular symbol",
      "material": "",
      "count": null,
      "note": "Fence post spacing dimensions are shown."
    },
    {
      "name": "Reinforcement bar",
      "tag": "400A",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Callout shown in each deck portion."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "deck plan"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "deck plan"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "deck plan"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "edge dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck edge"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck plan"
    },
    {
      "label": "end post dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post"
    },
    {
      "label": "spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "spacing",
      "value": "6'-8⅓₁₆\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "deck width segment",
      "value": "17'-4⅚\"",
      "unit": "",
      "appliesTo": "deck plan"
    },
    {
      "label": "deck width segment",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "deck plan"
    },
    {
      "label": "deck width",
      "value": "52'-2⅓₁₆\"",
      "unit": "",
      "appliesTo": "deck plan"
    },
    {
      "label": "deck width",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "deck plan"
    },
    {
      "label": "deck width segment",
      "value": "17'-2⅓₁₆\"",
      "unit": "",
      "appliesTo": "deck plan"
    },
    {
      "label": "deck width segment",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "deck plan"
    },
    {
      "label": "distance",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck plan"
    },
    {
      "label": "end post dimension",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post"
    },
    {
      "label": "spacing",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence-post offset",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "construction ℄ SR 21"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "81°-20'-05.0\", TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "FENCE POST SPACING"
  ],
  "labels": [
    "B.F.P.R. BENT 1",
    "I2-502A",
    "I2-502B",
    "I2-502C",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "SPAN I",
    "DECK PLAN"
  ],
  "description": "This crop is a deck plan for Span I, showing two skewed deck portions separated at B.F.P.R. Bent 1. It identifies Beams 1 through 12, edgebeams, endwalls, paving rests, concrete diaphragms, reinforcement callout 400A, and fence-post spacing along the deck edges."
}

p02_r01Plan

  • Reinforcement bar400AstraightCallout shown in each deck portion.

55'-0" overall deck width18'-4" deck width division9'-6" fence post spacing6'-6" fence post spacing1'-0" offset40'-0" gutter to gutter43'-7" out to out1'-9½" edge dimension+22 more

crop

p02_r05

page 2 · other_p02_r05
Original
p02_r05
{
  "view": "Table",
  "objects": [
    {
      "name": "Superstructure concrete, Class “D”",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed as a lump-sum quantity item."
    },
    {
      "name": "Superstructure reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Listed as a lump-sum quantity item."
    }
  ],
  "measurements": [
    {
      "label": "Left Bridge Span 1 — LUMP - CY SUPERSTR CONCRETE, CLASS “D”",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 1"
    },
    {
      "label": "Left Bridge Span 2 — LUMP - CY SUPERSTR CONCRETE, CLASS “D”",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 2"
    },
    {
      "label": "Left Bridge Span 3 — LUMP - CY SUPERSTR CONCRETE, CLASS “D”",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 3"
    },
    {
      "label": "Left Bridge Total — LUMP - CY SUPERSTR CONCRETE, CLASS “D”",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Right Bridge Span 1 — LUMP - CY SUPERSTR CONCRETE, CLASS “D”",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 1"
    },
    {
      "label": "Right Bridge Span 2 — LUMP - CY SUPERSTR CONCRETE, CLASS “D”",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 2"
    },
    {
      "label": "Right Bridge Span 3 — LUMP - CY SUPERSTR CONCRETE, CLASS “D”",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 3"
    },
    {
      "label": "Right Bridge Total — LUMP - CY SUPERSTR CONCRETE, CLASS “D”",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Left Bridge Span 1 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 1"
    },
    {
      "label": "Left Bridge Span 2 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 2"
    },
    {
      "label": "Left Bridge Span 3 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 3"
    },
    {
      "label": "Left Bridge Total — LUMP - LB SUPERSTR REINF STEEL",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Right Bridge Span 1 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 1"
    },
    {
      "label": "Right Bridge Span 2 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 2"
    },
    {
      "label": "Right Bridge Span 3 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 3"
    },
    {
      "label": "Right Bridge Total — LUMP - LB SUPERSTR REINF STEEL",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "Right Bridge"
    }
  ],
  "notes": [],
  "labels": [
    "SUPERSTRUCTURE QUANTITIES",
    "ITEM",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "SPAN 1",
    "SPAN 2",
    "SPAN 3",
    "TOTAL"
  ],
  "description": "This crop is a superstructure quantities table for left and right bridges, each divided into three spans and a total. It documents lump-sum quantities for Class “D” superstructure concrete and superstructure reinforcing steel."
}

p02_r05Table

  • Superstructure reinforcing steelreinforcing steelListed as a lump-sum quantity item.

75.0 CY Left Bridge Span 1 — LUMP - CY SUPERSTR CONCRETE, CLASS “D”99.0 CY Left Bridge Span 2 — LUMP - CY SUPERSTR CONCRETE, CLASS “D”75.0 CY Left Bridge Span 3 — LUMP - CY SUPERSTR CONCRETE, CLASS “D”249.0 CY Left Bridge Total — LUMP - CY SUPERSTR CONCRETE, CLASS “D”75.0 CY Right Bridge Span 1 — LUMP - CY SUPERSTR CONCRETE, CLASS “D”99.0 CY Right Bridge Span 2 — LUMP - CY SUPERSTR CONCRETE, CLASS “D”75.0 CY Right Bridge Span 3 — LUMP - CY SUPERSTR CONCRETE, CLASS “D”249.0 CY Right Bridge Total — LUMP - CY SUPERSTR CONCRETE, CLASS “D”+8 more

Page 3

crop

p03_r03 bar bending details at skewed joints

page 3 · gdot_drawing_for_one_item_1d2aef44145e4a0fb4e1079a43f94de1_p03_r03_bar_bending_details_at_skewed_joints
Original
p03_r03 bar bending details at skewed joints
{
  "view": "Detail",
  "objects": [
    {
      "name": "main slab reinforcement bars",
      "tag": "*500B",
      "shape": "bent",
      "material": "steel",
      "count": 5,
      "note": "Bars are shown bending at the skewed joint; detail is diagrammatic."
    },
    {
      "name": "B.F.P.R. or construction joint",
      "tag": "",
      "shape": "skewed linear joint",
      "material": "",
      "count": 1,
      "note": "Shown diagonally across the detail."
    }
  ],
  "measurements": [
    {
      "label": "clear distance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "main slab reinforcement bars / B.F.P.R. or construction joint"
    }
  ],
  "notes": [
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIVALENT FULL LENGTH BARS.",
    "* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA DOT SPECIFICATION FOR PLACEMENT OF 500B BAR."
  ],
  "labels": [
    "CL BRIDGE",
    "AT B.F.P.R. OR CONST. JOINT",
    "BAR BENDING DETAILS AT SKEWED JOINTS",
    "NO SCALE",
    "LOW SEA (partial)"
  ],
  "description": "This crop shows a bar-bending detail for main slab reinforcement at a skewed B.F.P.R. or construction joint. Five representative bent reinforcement bars are depicted relative to the bridge centerline, with a 2-inch clear dimension at the joint."
}

p03_r03 bar bending details at skewed jointsDetail

  • main slab reinforcement bars*500B×5bentsteelBars are shown bending at the skewed joint; detail is diagrammatic.

2" clear distance

crop

p03_r04 notes

page 3 · gdot_drawing_for_one_item_1d2aef44145e4a0fb4e1079a43f94de1_p03_r04_notes
Original
p03_r04 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab referenced."
    },
    {
      "name": "intermediate bent",
      "tag": "2 AND 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced as intermediate bents."
    },
    {
      "name": "bars",
      "tag": "400",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in top of slab."
    }
  ],
  "measurements": [
    {
      "label": "bar designation/quantity",
      "value": "2-600",
      "unit": "",
      "appliesTo": "bars between each pair of 400 bars"
    },
    {
      "label": "length",
      "value": "10'-0\"",
      "unit": "",
      "appliesTo": "2-600 bars"
    }
  ],
  "notes": [
    "(*) 5. 2-600 (10'-0\" LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3.",
    "(**) 6. LAP IN BARS SHALL BE STAGGERED AND ALTERNATED TO MAXIMIZE THE DISTANCE BETWEEN ADJACENT SPLICES."
  ],
  "labels": [],
  "description": "This crop contains reinforcement notes for the top of a slab over intermediate Bents 2 and 3. It specifies 2-600 bars between each pair of 400 bars and requires lap splices to be staggered and alternated."
}

p03_r04 notesNotes

  • bars400Referenced in top of slab.

2-600 bar designation/quantity10'-0" length

crop

p03_r01

page 3 · other_p03_r01
Original
p03_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular, skewed",
      "material": "",
      "count": 2,
      "note": "Separate westbound and eastbound deck areas are shown."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1–12",
      "shape": "longitudinal rectangular",
      "material": "",
      "count": 12,
      "note": "Beams 1 through 6 are in the upper deck area and Beams 7 through 12 are in the lower deck area."
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "longitudinal rectangular",
      "material": "",
      "count": 4,
      "note": "Called out as typical 1'-0\" edgebeam at the outer deck edges."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "transverse rectangular",
      "material": "concrete",
      "count": 2,
      "note": "Shown at the middle of each deck area; called out as typical."
    },
    {
      "name": "fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out at beam/edgebeam locations as typical."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "point/circular symbol",
      "material": "",
      "count": null,
      "note": "Post locations are indicated along the outside deck edges with fence-post-spacing dimensions."
    },
    {
      "name": "reinforcement bar",
      "tag": "400B",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "400C",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "12-502D",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Repeated callouts are shown along the deck edges."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-502E",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callouts are shown near the right-hand deck edges."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension segment",
      "value": "16'-4½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension segment",
      "value": "16'-6\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "9'-10½\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "end offset",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "end offset",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "fillet size",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "minimum lap",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "reinforcement bar"
    },
    {
      "label": "dimension at outside edge",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "PGL offset shown",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension at circled asterisk callouts",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    }
  ],
  "notes": [
    "FENCE POST SPACING",
    "8\" FILLET, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "2'-0\" MIN. LAP"
  ],
  "labels": [
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "GUTTER TO GUTTER",
    "OUT TO OUT",
    "SPAN 2",
    "DECK PLAN"
  ],
  "description": "This crop is a deck plan for Span 2, showing two skewed deck areas identified by PGL WESTBOUND and PGL EASTBOUND. It shows twelve longitudinal beams, outer edgebeams, typical concrete diaphragms, deck reinforcement callouts, and fence-post-spacing layouts along the outside edges."
}

p03_r01Plan

  • reinforcement bar400Blinear
  • reinforcement bar400Clinear
  • reinforcement bar12-502DlinearRepeated callouts are shown along the deck edges.
  • reinforcement bar12-502ElinearCallouts are shown near the right-hand deck edges.

82'-0" overall deck width16'-4½" dimension segment16'-6" dimension segment9'-6" fence post spacing9'-10½" fence post spacing3'-0" end offset2'-0" end offset1'-0" edgebeam width+10 more

crop

p03_r03

page 3 · other_p03_r03
Original
p03_r03
{
  "view": "Detail",
  "objects": [
    {
      "name": "main slab reinforcement bar",
      "tag": "*500B",
      "shape": "bent",
      "material": "",
      "count": 5,
      "note": "Bars shown adjacent to skewed B.F.P.R. or construction joint."
    }
  ],
  "measurements": [
    {
      "label": "clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "*500B"
    }
  ],
  "notes": [
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIVALENT FULL LENGTH BARS.",
    "* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA DOT SPECIFICATION FOR PLACEMENT OF 500B BAR."
  ],
  "labels": [
    "B.F.P.R. OR CONST. JOINT",
    "MAIN SLAB REINF.",
    "∠ BRIDGE",
    "AT B.F.P.R. OR CONST. JOINT",
    "BAR BENDING DETAILS AT SKEWED JOINTS",
    "NO SCALE"
  ],
  "description": "This crop shows a bar-bending detail for main slab reinforcement at a skewed B.F.P.R. or construction joint. It illustrates bent 500B bars at the diagonal joint line with a 2 inch clear-cover callout and references Georgia DOT placement requirements."
}

p03_r03Detail

  • main slab reinforcement bar*500B×5bentBars shown adjacent to skewed B.F.P.R. or construction joint.

2" clear cover

Page 5

crop

p05_r01 section thru slab

page 5 · gdot_drawing_for_one_item_1d2aef44145e4a0fb4e1079a43f94de1_p05_r01_section_thru_slab
Original
p05_r01 section thru slab
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "slightly sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Sectioned slab across the bridge width."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beam cross sections are shown beneath the slab."
    },
    {
      "name": "edge barrier / curb",
      "tag": "",
      "shape": "vertical tapered edge section",
      "material": "",
      "count": 2,
      "note": "One is shown at each deck edge; construction joint callout is at the right edge."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out as not shown, typical."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Called out full length of bridge, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "30-400A",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout reads “SPACED AS SHOWN.”"
    },
    {
      "name": "reinforcement bar",
      "tag": "14-400A",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout reads “AT EQUAL SPACES, TYP.”"
    },
    {
      "name": "reinforcement bar",
      "tag": "6-400A",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout reads “AT EQ. SPS.”"
    }
  ],
  "measurements": [
    {
      "label": "dimension D, interior beams",
      "value": "8¾”",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "dimension D, exterior beams",
      "value": "9⅝”",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "constant slab thickness between beams",
      "value": "7¾”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slab thickness in overhangs",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab overhangs"
    },
    {
      "label": "edge dimension",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "deck edge"
    },
    {
      "label": "edge offset",
      "value": "1’-8”",
      "unit": "",
      "appliesTo": "fence / deck edge"
    },
    {
      "label": "out to out width",
      "value": "43’-7”",
      "unit": "",
      "appliesTo": "section width"
    },
    {
      "label": "gutter to gutter width",
      "value": "40’-0”",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "width to PGL",
      "value": "34’-0”",
      "unit": "",
      "appliesTo": "left side of section"
    },
    {
      "label": "width from PGL",
      "value": "6’-0”",
      "unit": "",
      "appliesTo": "right side of section"
    },
    {
      "label": "width dimension",
      "value": "22’-0”",
      "unit": "",
      "appliesTo": "right-side dimension line"
    },
    {
      "label": "width dimension",
      "value": "14’-2½”",
      "unit": "",
      "appliesTo": "right-side dimension line"
    },
    {
      "label": "clear cover",
      "value": "2½”",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "deck cross slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "minimum dimension",
      "value": "3’-0”",
      "unit": "",
      "appliesTo": "right deck edge detail"
    },
    {
      "label": "drip-bead offset",
      "value": "3”",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "edge reinforcing dimension",
      "value": "4⅜”",
      "unit": "",
      "appliesTo": "edge reinforcement"
    },
    {
      "label": "reinforcing dimension",
      "value": "3”",
      "unit": "",
      "appliesTo": "reinforcement at beams"
    },
    {
      "label": "beam 1 to exterior edge",
      "value": "3’-0½”",
      "unit": "",
      "appliesTo": "℄ BEAM 1"
    },
    {
      "label": "beam centerline spacing",
      "value": "7’-6”",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "beam 6 to exterior edge",
      "value": "3’-0½”",
      "unit": "",
      "appliesTo": "℄ BEAM 6"
    },
    {
      "label": "reinforcement spacing callout",
      "value": "6½”",
      "unit": "",
      "appliesTo": "reinforcement callout 500A"
    }
  ],
  "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 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "“D” = 8¾” INTERIOR BEAMS",
    "“D” = 9⅝” EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "30-400A SPACED AS SHOWN",
    "502 AT EVERY 500A, TYP.",
    "500A AT 6½”",
    "50I UNDER EVERY 500A",
    "6-400A AT EQ. SPS.",
    "14-400A AT EQUAL SPACES, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "¾” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "OUT TO OUT",
    "GUTTER TO GUTTER",
    "SR 21 WB = PGL",
    "“D”",
    "SE (partial)"
  ],
  "description": "This crop is a transverse cross section through a bridge deck slab supported by six I-shaped beams. It documents deck width, beam spacing, slab thickness and slope, edge details, reinforcing callouts, fence location, and a typical triangular drip bead."
}

p05_r01 section thru slabCross Section

  • reinforcement bar30-400Alinearreinforcing steelCallout reads “SPACED AS SHOWN.”
  • reinforcement bar14-400Alinearreinforcing steelCallout reads “AT EQUAL SPACES, TYP.”
  • reinforcement bar6-400Alinearreinforcing steelCallout reads “AT EQ. SPS.”

8¾” dimension D, interior beams9⅝” dimension D, exterior beams7¾” constant slab thickness between beams8” slab thickness in overhangs1/2” edge dimension1’-8” edge offset43’-7” out to out width40’-0” gutter to gutter width+14 more

crop

p05_r03 400 bars in top of slab over

page 5 · gdot_drawing_for_one_item_1d2aef44145e4a0fb4e1079a43f94de1_p05_r03_400_bars_in_top_of_slab_over
Original
p05_r03 400 bars in top of slab over
{
  "view": "Elevation",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular, slightly sloping longitudinal profile",
      "material": "",
      "count": 1,
      "note": "Reinforcement is shown within the slab."
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "tapered pedestal/pier",
      "material": "",
      "count": 2,
      "note": "Two bents are visible below the deck slab."
    },
    {
      "name": "tapered wall",
      "tag": "",
      "shape": "tapered polygonal",
      "material": "",
      "count": 1,
      "note": "Visible at the left end of the slab; its function is not labeled in this crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "",
      "shape": "longitudinal lines with circular bar ends",
      "material": "",
      "count": null,
      "note": "Bars are shown in the top and lower portions of the slab."
    }
  ],
  "measurements": [
    {
      "label": "top-of-slab reinforcement callout",
      "value": "58-600",
      "unit": "",
      "appliesTo": "deck slab reinforcement over intermediate bents"
    },
    {
      "label": "bars between each pair of 400 bars",
      "value": "2",
      "unit": "",
      "appliesTo": "top-of-slab reinforcement over intermediate bents"
    },
    {
      "label": "bar designation",
      "value": "400",
      "unit": "",
      "appliesTo": "top-of-slab reinforcement over intermediate bents"
    }
  ],
  "notes": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [],
  "description": "This crop shows a partial longitudinal elevation of a bridge deck slab supported on two intermediate bents. Reinforcement is depicted in the slab, with a callout for top-of-slab bars over the intermediate bents; a tapered unlabeled wall-like element is visible at the left end."
}

p05_r03 400 bars in top of slab overElevation

  • reinforcement barslongitudinal lines with circular bar endsBars are shown in the top and lower portions of the slab.

58-600 top-of-slab reinforcement callout2 bars between each pair of 400 bars400 bar designation

crop

p05_r04 1 cl typ

page 5 · gdot_drawing_for_one_item_1d2aef44145e4a0fb4e1079a43f94de1_p05_r04_1_cl_typ
Original
p05_r04 1 cl typ
{
  "view": "Detail",
  "objects": [
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Labeled 10\" CONC. DIAPH."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only a cropped portion of the beam is visible."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Called out as 2-507A at both the upper and lower locations."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Called out as 4-402A."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Quantity and full geometry are not stated in this crop."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Called out as 1\" DIA. PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "CONC. DIAPH.",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension at top of beam",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical dimension",
      "value": "2'-4\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "CL. TYP.",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "DIA. PLAIN BAR",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "1 1/2\" CL. TYP.",
    "1\" DIA. PLAIN BAR"
  ],
  "labels": [
    "TOP OF BEAM"
  ],
  "description": "This crop shows a reinforcing detail for a 10-inch concrete diaphragm within a cropped portion of a beam. The detail identifies 507A, 402A, and 403A reinforcement, plus a 1-inch-diameter plain bar, relative to the top of beam."
}

p05_r04 1 cl typDetail

  • reinforcement bar507A×4circularCalled out as 2-507A at both the upper and lower locations.
  • reinforcement bar402A×4circularCalled out as 4-402A.
  • reinforcement bar403AQuantity and full geometry are not stated in this crop.

10" CONC. DIAPH.2" vertical dimension at top of beam2'-4" vertical dimension1 1/2" CL. TYP.1" DIA. PLAIN BAR

crop

p05_r05 section thru slab

page 5 · gdot_drawing_for_one_item_1d2aef44145e4a0fb4e1079a43f94de1_p05_r05_section_thru_slab
Original
p05_r05 section thru slab
{
  "view": "Section",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "continuous flat slab with slight transverse slope",
      "material": "",
      "count": 1,
      "note": "Section is titled SECTION THRU SLAB."
    },
    {
      "name": "edge parapet/barrier",
      "tag": "",
      "shape": "tapered vertical profile on slab edge",
      "material": "",
      "count": 2,
      "note": "One is shown at each outer edge of the slab."
    },
    {
      "name": "girder-like supporting members",
      "tag": "",
      "shape": "repeated flanged rectangular sections",
      "material": "",
      "count": 5,
      "note": "Five repeated sections are visible below the slab; no member type or material is printed in this crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "403A",
      "shape": "linear bars",
      "material": "",
      "count": 7,
      "note": "Called out as 7-403A AT EQUAL SPACES."
    },
    {
      "name": "reinforcement bars",
      "tag": "507A",
      "shape": "linear bars",
      "material": "",
      "count": 4,
      "note": "Two separate callouts each read 2-507A."
    },
    {
      "name": "reinforcement bars",
      "tag": "402A",
      "shape": "linear bars",
      "material": "",
      "count": 4,
      "note": "Called out as 4-402A."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular bar",
      "material": "",
      "count": null,
      "note": "Called out as 1\" DIAMETER PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "slab slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "slab"
    },
    {
      "label": "spacing dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A reinforcement bars"
    },
    {
      "label": "spacing dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A reinforcement bars"
    },
    {
      "label": "bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "AT EQUAL SPACES",
    "1\" DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL"
  ],
  "description": "This crop is a transverse section through a slab carrying a roadway profile identified as SR 21 WB = PGL. It shows a sloping slab with edge parapet/barrier profiles, five repeated supporting member sections below, and reinforcement callouts."
}

p05_r05 section thru slabSection

  • reinforcement bars403A×7linear barsCalled out as 7-403A AT EQUAL SPACES.
  • reinforcement bars507A×4linear barsTwo separate callouts each read 2-507A.
  • reinforcement bars402A×4linear barsCalled out as 4-402A.

2% % slab slope5" spacing dimension5" spacing dimension1" bar diameter

crop

p05_r06 8 typ

page 5 · gdot_drawing_for_one_item_1d2aef44145e4a0fb4e1079a43f94de1_p05_r06_8_typ
Original
p05_r06 8 typ
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "bridge deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Deck is shown with a 2% slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Edge beams are at the outside faces of the exterior beams."
    },
    {
      "name": "barrier/parapet",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One is visible at each deck edge."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Supported on the stepped support below; bearing pads are noted as not shown."
    },
    {
      "name": "bent cap or beam support",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Only the upper portion is visible in this crop."
    },
    {
      "name": "reinforcing bar",
      "tag": "I-509",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to an upper longitudinal line within the girder/deck assembly."
    },
    {
      "name": "reinforcing bar",
      "tag": "I-508",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to an upper longitudinal line within the girder/deck assembly."
    },
    {
      "name": "reinforcing bar",
      "tag": "I-802",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to a lower longitudinal line within the girder/deck assembly."
    },
    {
      "name": "reinforcing bar",
      "tag": "I-801",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to a lower longitudinal line within the girder/deck assembly."
    },
    {
      "name": "reinforcing bar",
      "tag": "2-800",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to the top deck line."
    }
  ],
  "measurements": [
    {
      "label": "typical thickness/depth",
      "value": "8″",
      "unit": "",
      "appliesTo": "deck edge"
    },
    {
      "label": "spacing/end dimension",
      "value": "2″",
      "unit": "",
      "appliesTo": "8-404 at equal spaces callout"
    },
    {
      "label": "reinforcement quantity/callout",
      "value": "8-404",
      "unit": "",
      "appliesTo": "deck reinforcement"
    },
    {
      "label": "cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "bridge deck slab"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN"
  ],
  "labels": [
    "AT EQUAL SPACES",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows a transverse bridge superstructure section, with a sloped deck carried by six I-girders on a stepped support below. Tapered barriers/parapets are shown at both outside deck edges; fence is called out as not shown, and bearing pads are also noted as not shown."
}

p05_r06 8 typCross Section

  • reinforcing barI-509straightLeader points to an upper longitudinal line within the girder/deck assembly.
  • reinforcing barI-508straightLeader points to an upper longitudinal line within the girder/deck assembly.
  • reinforcing barI-802straightLeader points to a lower longitudinal line within the girder/deck assembly.
  • reinforcing barI-801straightLeader points to a lower longitudinal line within the girder/deck assembly.
  • reinforcing bar2-800straightLeader points to the top deck line.

8″ typical thickness/depth2″ spacing/end dimension8-404 reinforcement quantity/callout2% cross slope

crop

p05_r01

page 5 · other_p05_r01
Original
p05_r01
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab with overhangs",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown across six beams; 2% slope is indicated."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beam centerlines are identified."
    },
    {
      "name": "edge barrier / curb",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One is shown at each slab edge; fence is noted as not shown."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint is called out at the right edge, parallel with deck, typical."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 1,
      "note": "Called out as full length of bridge, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Called out at every 500A, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "30-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Called out at 6½ in."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Called out under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "6-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Called out at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Called out at equal spaces, typical."
    }
  ],
  "measurements": [
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "slab width"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "slab width"
    },
    {
      "label": "left portion of deck width",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "right portion of deck width",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width to right edge from PGL reference",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "right-side width",
      "value": "14'-2½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge offset",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge offset",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge thickness / offset",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge thickness / offset",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "overhang thickness",
      "value": "8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "overhang thickness",
      "value": "8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slab thickness",
      "value": "7¾\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension D, interior beams",
      "value": "8¾\"",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "dimension D, exterior beams",
      "value": "9⅝\"",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "clearance",
      "value": "1\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "minimum dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "right deck edge"
    },
    {
      "label": "drip-bead dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "drip-bead size",
      "value": "¾\"",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "beam-end spacing",
      "value": "4⅜\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "beam-end spacing",
      "value": "4⅜\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "typical spacing",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "typical spacing",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "end beam spacing",
      "value": "3'-0½\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "end beam spacing",
      "value": "3'-0½\"",
      "unit": "",
      "appliesTo": "℄ BEAM 6"
    },
    {
      "label": "reinforcement spacing",
      "value": "6½\"",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "partial adjacent view dimension",
      "value": "2\"",
      "unit": "",
      "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 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "“D” = 8¾” INTERIOR BEAMS",
    "“D” = 9⅝” EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "30-400A SPACED AS SHOWN",
    "502 AT EVERY 500A, TYP.",
    "500A AT 6½”",
    "501 UNDER EVERY 500A",
    "6-400A AT EQ. SPS.",
    "14-400A AT EQUAL SPACES, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "¾” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL",
    "℄ SR 21/MILLEN…",
    "= ℄ CONSTRUC…",
    "= ℄ SYMMETRY…",
    "SEC…"
  ],
  "description": "This crop shows a transverse section through a bridge deck slab supported on six I-shaped beams, with slab reinforcement callouts, beam spacing, deck slope, and edge details. The section documents the slab/beam cross-section, overhangs, edge barriers or curbs, a construction joint, and a typical triangular drip bead. A small, incomplete portion of an adjacent section is visible at the lower right."
}

p05_r01Cross Section

  • reinforcement bar502linearsteelCalled out at every 500A, typical.
  • reinforcement bar30-400AlinearsteelSpaced as shown.
  • reinforcement bar500AlinearsteelCalled out at 6½ in.
  • reinforcement bar501linearsteelCalled out under every 500A.
  • reinforcement bar6-400AlinearsteelCalled out at equal spaces.
  • reinforcement bar14-400AlinearsteelCalled out at equal spaces, typical.

43'-7" out to out40'-0" gutter to gutter34'-0" left portion of deck width6'-0" right portion of deck width22'-0" width to right edge from PGL reference14'-2½" right-side width1'-8" edge offset1'-8" edge offset+25 more

crop

p05_r03

page 5 · other_p05_r03
Original
p05_r03
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular, slightly sloping",
      "material": "",
      "count": 1,
      "note": "Reinforcement is shown in the slab."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered vertical profile",
      "material": "",
      "count": 1,
      "note": "Shown at the left deck edge."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 2,
      "note": "Visible below the deck slab."
    },
    {
      "name": "reinforcement bars",
      "tag": "5B-600",
      "shape": "linear bars shown in section as circles",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout identifies two between each pair of 400 bars in the top of slab over intermediate bents."
    },
    {
      "name": "reinforcement bars",
      "tag": "400 BARS",
      "shape": "linear bars shown in section as circles",
      "material": "reinforcing steel",
      "count": null,
      "note": "Referenced in the top-of-slab reinforcement callout."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement designation",
      "value": "5B-600",
      "unit": "",
      "appliesTo": "top-of-slab reinforcement"
    },
    {
      "label": "bar designation",
      "value": "400",
      "unit": "",
      "appliesTo": "top of slab"
    }
  ],
  "notes": [
    "5B-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [],
  "description": "This crop is a bridge deck cross section showing a left-edge parapet/barrier, reinforced deck slab, and two I-girders below. It documents the placement callout for top-of-slab reinforcement over intermediate bents."
}

p05_r03Cross Section

  • reinforcement bars5B-600linear bars shown in section as circlesreinforcing steelCallout identifies two between each pair of 400 bars in the top of slab over intermediate bents.
  • reinforcement bars400 BARSlinear bars shown in section as circlesreinforcing steelReferenced in the top-of-slab reinforcement callout.

5B-600 reinforcement designation400 bar designation

crop

p05_r04

page 5 · other_p05_r04
Original
p05_r04
{
  "view": "Detail",
  "objects": [
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Located between beam sections; labeled CONC. DIAPH."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Beam portions are shown on either side of the diaphragm."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "bent",
      "material": "",
      "count": 4,
      "note": "Shown as 2-507A at the top and 2-507A at the bottom of the diaphragm."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "diagonal",
      "material": "",
      "count": 4,
      "note": "Callout reads 4-402A."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "horizontal",
      "material": "",
      "count": null,
      "note": "Quantity is not printed."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Callout identifies a 1” DIA. PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "concrete diaphragm thickness",
      "value": "10”",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2’-4”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "clear cover, typical",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "plain bar diameter",
      "value": "1”",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [],
  "labels": [
    "TOP OF BEAM"
  ],
  "description": "This crop shows a reinforced-concrete diaphragm detail between two beam portions. The diaphragm is labeled 10” thick and includes 507A, 402A, and 403A reinforcement, plus a 1” diameter plain bar."
}

p05_r04Detail

  • reinforcement bar507A×4bentShown as 2-507A at the top and 2-507A at the bottom of the diaphragm.
  • reinforcement bar402A×4diagonalCallout reads 4-402A.
  • reinforcement bar403AhorizontalQuantity is not printed.

10” concrete diaphragm thickness2” vertical dimension2’-4” vertical dimension1 1/2” clear cover, typical1” plain bar diameter

crop

p05_r05

page 5 · other_p05_r05
Original
p05_r05
{
  "view": "Section",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Sectioned across the top of the beam-like units."
    },
    {
      "name": "beam-like units",
      "tag": "",
      "shape": "rectangular with haunched end profiles",
      "material": "",
      "count": 5,
      "note": "No beam type or material is printed in this crop."
    },
    {
      "name": "edge barrier",
      "tag": "",
      "shape": "vertical tapered profile",
      "material": "",
      "count": 2,
      "note": "One is visible at each end of the slab."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "bar",
      "material": "",
      "count": 7,
      "note": "Shown at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "bar",
      "material": "",
      "count": 4,
      "note": "Two separate 2-507A callouts are visible."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "bar",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular bar",
      "material": "",
      "count": null,
      "note": "Called out as 1 inch diameter."
    }
  ],
  "measurements": [
    {
      "label": "slab slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A reinforcing bars"
    },
    {
      "label": "reinforcing bar quantity",
      "value": "7",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A reinforcing bars"
    },
    {
      "label": "reinforcing bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "507A"
    },
    {
      "label": "reinforcing bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "402A"
    },
    {
      "label": "reinforcing bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "507A"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "AT EQUAL SPACES",
    "1\" DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL"
  ],
  "description": "This crop is a section titled SECTION THRU SLAB. It shows a sloped slab spanning five repeated beam-like units, with tapered edge barriers at both ends and reinforcing-bar callouts; a typical fence is noted but not shown."
}

p05_r05Section

  • reinforcement bar403A×7barShown at equal spaces.
  • reinforcement bar507A×4barTwo separate 2-507A callouts are visible.
  • reinforcement bar402A×4bar

2% slab slope5" dimension7 reinforcing bar quantity5" dimension2 reinforcing bar quantity4 reinforcing bar quantity2 reinforcing bar quantity1" plain bar diameter

crop

p05_r06

page 5 · other_p05_r06
Original
p05_r06
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Carries a 2% cross slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "At each outside edge of the deck; called out to be poured flush with outside face of beam."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One at each outside edge; fence is noted as not shown."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Bearing pads are noted as not shown."
    },
    {
      "name": "support cap",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Visible below the girders; extends beyond the crop."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-404",
      "shape": "straight",
      "material": "steel",
      "count": 8,
      "note": "AT EQUAL SPACES."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-509",
      "shape": "straight",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-508",
      "shape": "straight",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "straight",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "straight",
      "material": "steel",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Typical deck thickness",
      "value": "8\"",
      "unit": "\"",
      "appliesTo": "deck slab"
    },
    {
      "label": "End dimension",
      "value": "2\"",
      "unit": "\"",
      "appliesTo": "8-404"
    },
    {
      "label": "End dimension",
      "value": "2\"",
      "unit": "\"",
      "appliesTo": "8-404"
    },
    {
      "label": "Slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN"
  ],
  "labels": [
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows a transverse bridge cross section at the SR 21 westbound profile grade line. It depicts a sloped deck with exterior edge beams and tapered outside barriers over six I-girders, supported on a partially shown support cap."
}

p05_r06Cross Section

  • reinforcement bar8-404×8straightsteelAT EQUAL SPACES.
  • reinforcement bar2-800×2straightsteel
  • reinforcement bar1-509×1straightsteel
  • reinforcement bar1-508×1straightsteel
  • reinforcement bar1-802×1straightsteel
  • reinforcement bar1-801×1straightsteel

8" " Typical deck thickness2" " End dimension2" " End dimension2% % Slope