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Superstructure

2 pages · 2 crops · ×1 · superstructure

Matched toBridge Superstructurebridge.superstructureon “Superstructure”

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

How the sheets named it

bridge superstructure

Every dimension read for it7

  • 192'-0"TOTAL LENGTH OF BRIDGEp1 · p01_r07 elevation of bridge spans bents and pile bents
  • 2Seismic performance zonenot attributedp2 · p02_r03 table of design specs loads concrete strengths
  • 0.142ASnot attributedp2 · p02_r03 table of design specs loads concrete strengths
  • 0.155SD1not attributedp2 · p02_r03 table of design specs loads concrete strengths
  • HL-93Design vehicle live loadnot attributedp2 · p02_r03 table of design specs loads concrete strengths
  • 30 LBS PER SQ FTFuture paving allowancenot attributedp2 · p02_r03 table of design specs loads concrete strengths
  • 4,000 PSIConcrete compressive strength, f'cp2 · p02_r03 table of design specs loads concrete strengths

Notes on the sheets that carry it

  • p11. ALL BENTS ARE PARALLEL TO ℄ CEN RAILWAY COMPANY.
  • p12. END BENT PILES NOT SHOWN.
  • p1** 3. STATIONS ARE ALONG ℄ SR 21 AT INT AND B.F.P.R. OR ℄ BENT. ELEVATIONS ARE ALONG EASTBOUND A PROFILE GRADE LINES AT THE INTERS PROFILE GRADE LINES AND B.F.P.R. OR
  • p1*** 4. MEASURED ALONG ℄ SR 21.
  • p1✳ 5. LEFT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARAN EXISTING TRACK VERTICAL CLEARANCE FUTURE TRACK VERTICAL CLEARANCE RIGHT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARAN EXISTING TRACK VERTICAL CLEARANCE FUTURE TRACK VERTICAL CLEARANCE
  • p1✳✳ 6. MINIMUM REQUIRED HORIZONTAL CLEAR
  • p2AASHTO LRFD 9TH EDITION, 2020
  • p2(DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SD1=0.155)
  • p2CONCRETE: SUPERSTRUCTURE — CLASS D, f'c = 4,000 PSI
  • p2BARRIER — CLASS D, f'c = 4,000 PSI
  • p2PSC BEAMS — CLASS AAA, f'c = SEE BEAM SHEETS
  • p2PSC BEAM ALLOWABLE TENSION — SEE BEAM SHEETS
  • p2SUBSTRUCTURE — CLASS AA, f'c = 3,500 PSI
  • p2REINFORCEMENT STEEL: GRADE 60, fy = 60,000 PSI
  • p2PRETENSIONING STRANDS: f's = 270,000 PSI
  • p2STEEL H-PILES: GRADE 50, fy = 50,000 PSI

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

Page 1

crop

p01_r07 elevation of bridge spans bents and pile bents

page 1 · gdot_drawing_844a0f817a824bc0805d75537a69cd22_p01_r07_elevation_of_bridge_spans_bents_and_pile_bents
Original
p01_r07 elevation of bridge spans bents and pile bents
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge superstructure",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Shown in elevation across the bridge length."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular mesh panels",
      "material": "chain link wire",
      "count": 3,
      "note": "Called out as typical."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 1",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Front face indicated."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 2",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Front face indicated."
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "vertical pier with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Pile-supported bent shown."
    },
    {
      "name": "bent",
      "tag": "BENT 3",
      "shape": "vertical pier with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Pile-supported bent shown."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical",
      "material": "",
      "count": 8,
      "note": "Four piles are visibly drawn below each of BENT 2 and BENT 3."
    },
    {
      "name": "bearing",
      "tag": "EXP.",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Expansion bearing callouts visible."
    },
    {
      "name": "bearing",
      "tag": "FIX",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Fixed bearing callouts visible."
    },
    {
      "name": "existing track",
      "tag": "℄ EXISTING TRACK",
      "shape": "centerline",
      "material": "",
      "count": 1,
      "note": "Shown below bridge."
    },
    {
      "name": "future track",
      "tag": "℄ FUTURE TRACK",
      "shape": "centerline",
      "material": "",
      "count": 1,
      "note": "Shown below bridge."
    },
    {
      "name": "future access road",
      "tag": "℄ FUTURE ACCESS ROAD",
      "shape": "centerline",
      "material": "",
      "count": 1,
      "note": "Shown below bridge."
    },
    {
      "name": "future groundline",
      "tag": "",
      "shape": "irregular line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "existing groundline",
      "tag": "",
      "shape": "irregular line",
      "material": "",
      "count": 1,
      "note": "Called approximate."
    }
  ],
  "measurements": [
    {
      "label": "TOTAL LENGTH OF BRIDGE",
      "value": "192'-0\"",
      "unit": "",
      "appliesTo": "bridge superstructure"
    },
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1 to BENT 2"
    },
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 to BENT 3"
    },
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 to B.F.P.R. BENT 4"
    },
    {
      "label": "elevation",
      "value": "151.00",
      "unit": "",
      "appliesTo": "BENT 3"
    }
  ],
  "notes": [
    "1. ALL BENTS ARE PARALLEL TO ℄ CEN RAILWAY COMPANY.",
    "2. END BENT PILES NOT SHOWN.",
    "** 3. STATIONS ARE ALONG ℄ SR 21 AT INT AND B.F.P.R. OR ℄ BENT. ELEVATIONS ARE ALONG EASTBOUND A PROFILE GRADE LINES AT THE INTERS PROFILE GRADE LINES AND B.F.P.R. OR",
    "*** 4. MEASURED ALONG ℄ SR 21.",
    "✳ 5. LEFT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARAN EXISTING TRACK VERTICAL CLEARANCE FUTURE TRACK VERTICAL CLEARANCE RIGHT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARAN EXISTING TRACK VERTICAL CLEARANCE FUTURE TRACK VERTICAL CLEARANCE",
    "✳✳ 6. MINIMUM REQUIRED HORIZONTAL CLEAR"
  ],
  "labels": [
    "B.F.P.R. BENT 1",
    "BENT 2",
    "BENT 3",
    "B.F.P.R. BENT 4",
    "PGL",
    "EL. 151.00, TYP.",
    "APPROXIMATE EXISTING GROUNDLINE",
    "FUTURE GROUNDLINE",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK",
    "ELEVATION",
    "NOTES:",
    "LEFT BRIDGE",
    "RIGHT BRIDGE"
  ],
  "description": "This crop is a bridge elevation showing a 192'-0\" three-span superstructure between end-bent reference lines, with BENT 2 and BENT 3 visibly pile-supported. It also shows wall front faces, chain link wire fence, bearing designations, track and access-road centerlines, and existing/future groundlines. The notes block and a bent listing table are partially cropped at the right edge."
}

p01_r07 elevation of bridge spans bents and pile bentsElevation

  • bridge superstructure×1linearShown in elevation across the bridge length.

192'-0" TOTAL LENGTH OF BRIDGE55'-0" span length82'-0" span length55'-0" span length151.00 elevation

Page 2

crop

p02_r03 table of design specs loads concrete strengths

page 2 · gdot_drawing_844a0f817a824bc0805d75537a69cd22_p02_r03_table_of_design_specs_loads_concrete_strengths
Original
p02_r03 table of design specs loads concrete strengths
{
  "view": "Notes",
  "objects": [
    {
      "name": "Superstructure",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Class D concrete specified."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Class D concrete specified."
    },
    {
      "name": "PSC beams",
      "tag": "",
      "shape": "",
      "material": "prestressed concrete",
      "count": null,
      "note": "Concrete class and allowable tension refer to beam sheets."
    },
    {
      "name": "Substructure",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Class AA concrete specified."
    },
    {
      "name": "Reinforcement steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Grade 60 specified."
    },
    {
      "name": "Pretensioning strands",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Steel H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Grade 50 specified."
    }
  ],
  "measurements": [
    {
      "label": "Seismic performance zone",
      "value": "2",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "AS",
      "value": "0.142",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "SD1",
      "value": "0.155",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Design vehicle live load",
      "value": "HL-93",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Future paving allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": ""
    },
    {
      "label": "Concrete compressive strength, f'c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Superstructure"
    },
    {
      "label": "Concrete compressive strength, f'c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Barrier"
    },
    {
      "label": "Concrete compressive strength, f'c",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "Substructure"
    },
    {
      "label": "Reinforcement steel yield strength, fy",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "Reinforcement steel"
    },
    {
      "label": "Pretensioning strand strength, f's",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": "Pretensioning strands"
    },
    {
      "label": "Steel H-pile yield strength, fy",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "Steel H-piles"
    }
  ],
  "notes": [
    "AASHTO LRFD 9TH EDITION, 2020",
    "(DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SD1=0.155)",
    "CONCRETE: SUPERSTRUCTURE — CLASS D, f'c = 4,000 PSI",
    "BARRIER — CLASS D, f'c = 4,000 PSI",
    "PSC BEAMS — CLASS AAA, f'c = SEE BEAM SHEETS",
    "PSC BEAM ALLOWABLE TENSION — SEE BEAM SHEETS",
    "SUBSTRUCTURE — CLASS AA, f'c = 3,500 PSI",
    "REINFORCEMENT STEEL: GRADE 60, fy = 60,000 PSI",
    "PRETENSIONING STRANDS: f's = 270,000 PSI",
    "STEEL H-PILES: GRADE 50, fy = 50,000 PSI"
  ],
  "labels": [
    "DESIGN DATA",
    "SPECIFICATIONS",
    "DESIGN VEHICLE LIVE LOAD",
    "FUTURE PAVING ALLOWANCE",
    "GDOT",
    "P.I. NO.",
    "0019181",
    "TIP ELEVATION"
  ],
  "description": "This crop is a design-data notes block for a bridge structure, listing governing specifications, seismic design criteria, design live load, and future paving allowance. It documents concrete classes and strengths for the superstructure, barrier, PSC beams, and substructure, plus reinforcement, pretensioning strand, and steel H-pile material strengths. A partial unrelated red label, \"TIP ELEVATION,\" is visible at the upper left edge."
}

p02_r03 table of design specs loads concrete strengthsNotes

  • SuperstructureconcreteClass D concrete specified.

2 Seismic performance zone0.142 AS0.155 SD1HL-93 Design vehicle live load30 LBS PER SQ FT Future paving allowance4,000 PSI Concrete compressive strength, f'c4,000 PSI Concrete compressive strength, f'c3,500 PSI Concrete compressive strength, f'c+3 more