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Superstructure Concrete

1 page · 2 crops · material

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How the sheets named it

Superstructure (general)500-1011

Every dimension read for it4

  • LUMP LSSUPERSTR CONCRETE CL D BR NO-1 LT - LEFT BRIDGEp2 · p02_r05
  • 249SUPERSTR CONCRETE CL D BR NO-1 LT referencep2 · p02_r05
  • LUMP LSSUPERSTR CONCRETE CL D BR NO-1 RT - RIGHT BRIDGEp2 · p02_r05
  • 249SUPERSTR CONCRETE CL D BR NO-1 RT referencep2 · p02_r05

Notes on the sheets that carry it

  • p2VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS @DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.
  • p2STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.
  • p2PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.
  • p2PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.
  • p2SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3" DIAMETER X 12" DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES.
  • p2provide table for 2' above estimated tip elevations
  • p2LOAD TEST, STEEL H, HP 12 X 53 (IF REQD)

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

Page 2

crop

p02_r01 general notes continued

page 2 · gdot_plan_649084f395824aaebf1f5ed48132696f_p02_r01_general_notes_continued
Original
p02_r01 general notes continued
{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel H-Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "Referenced in general notes; ASTM A709 Gr 50; erratic lengths expected; driving/restrike procedure described."
    },
    {
      "name": "Smooth Dowel Bar",
      "tag": "",
      "shape": "circular (rod)",
      "material": "steel, grouted",
      "count": null,
      "note": "Placed in formed 3\" diameter x 12\" deep holes, grouted similar to anchor bolts."
    },
    {
      "name": "PSC Beam",
      "tag": "",
      "shape": "",
      "material": "precast concrete, Class AAA",
      "count": null,
      "note": "Referenced in Design Data; strength and allowable tension per beam sheets."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, Class D",
      "count": null,
      "note": "Referenced in Design Data concrete schedule."
    },
    {
      "name": "Superstructure (general)",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, Class D",
      "count": null,
      "note": "Referenced in Design Data."
    },
    {
      "name": "Substructure (general)",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, Class AA",
      "count": null,
      "note": "Referenced in Design Data."
    },
    {
      "name": "Bent Number / Pile Tip Elevation Table",
      "tag": "",
      "shape": "tabular",
      "material": "",
      "count": 1,
      "note": "Small table with 3 rows shown, values illegible/placeholder (***.**), bent numbers shown as * placeholders."
    }
  ],
  "measurements": [
    {
      "label": "Dowel bar hole diameter",
      "value": "3",
      "unit": "in",
      "appliesTo": "Smooth Dowel Bars"
    },
    {
      "label": "Dowel bar hole depth",
      "value": "12",
      "unit": "in",
      "appliesTo": "Smooth Dowel Bars"
    },
    {
      "label": "Minimum freeze time before restrike",
      "value": "24",
      "unit": "hours",
      "appliesTo": "Pile Driving"
    },
    {
      "label": "Future paving allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": "Design Data"
    },
    {
      "label": "Superstructure concrete strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Superstructure concrete, Class D"
    },
    {
      "label": "Barrier concrete strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Barrier concrete, Class D"
    },
    {
      "label": "Substructure concrete strength",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "Substructure concrete, Class AA"
    },
    {
      "label": "Reinforcement steel yield strength",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "Reinforcement Steel, Grade 60"
    },
    {
      "label": "Pretensioning strand strength",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": "Pretensioning Strands"
    },
    {
      "label": "Steel H-Pile yield strength",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "Steel H-Piles, Grade 50"
    },
    {
      "label": "Seismic performance parameter AS",
      "value": "0.142",
      "unit": "",
      "appliesTo": "Design Data / Specifications"
    },
    {
      "label": "Seismic performance parameter SDI",
      "value": "0.155",
      "unit": "",
      "appliesTo": "Design Data / Specifications"
    },
    {
      "label": "Pile Tip Elevation (table entries)",
      "value": "***.**",
      "unit": "",
      "appliesTo": "Bent Number table"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS @DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.",
    "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3\" DIAMETER X 12\" DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES.",
    "provide table for 2' above estimated tip elevations"
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "BENT NUMBER",
    "PILE TIP ELEVATION",
    "GDOT",
    "P.I. NO.",
    "0019181",
    "SPECIFICATIONS ---------------------------------- AASHTO LRFD 9TH EDITION, 2020",
    "(DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SDI=0.155)",
    "DESIGN VEHICLE LIVE LOAD -------------------------------------------------- HL-93",
    "FUTURE PAVING ALLOWANCE ----------------------------------------- 30 LBS PER SQ FT",
    "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"
  ],
  "description": "This crop is the continuation of the General Notes and the Design Data block from a bridge structural drawing sheet (sheet page 2), covering pile driving, vibration monitoring, steel H-pile material, and smooth dowel bar installation notes, alongside a Design Data table listing specifications, live load, concrete classes/strengths, reinforcement and prestressing steel grades. A small partially-illustrated table for Bent Number vs. Pile Tip Elevation is shown at top center with placeholder/illegible values, annotated by a green callout requesting a table be added for elevations 2 feet above the estimated pile tip elevations."
}

p02_r01 general notes continuedNotes

  • Superstructure (general)reinforced concrete, Class DReferenced in Design Data.

3 in Dowel bar hole diameter12 in Dowel bar hole depth24 hours Minimum freeze time before restrike30 LBS PER SQ FT Future paving allowance4,000 PSI Superstructure concrete strength4,000 PSI Barrier concrete strength3,500 PSI Substructure concrete strength60,000 PSI Reinforcement steel yield strength+5 more

crop

p02_r05

page 2 · other_p02_r05
Original
p02_r05
{
  "view": "Table",
  "objects": [
    {
      "name": "Foundation backfill material",
      "tag": "207-0203",
      "shape": "",
      "material": "granular/backfill",
      "count": null,
      "note": "Type II"
    },
    {
      "name": "Bridge excavation",
      "tag": "211-0200",
      "shape": "",
      "material": "earth/soil",
      "count": null,
      "note": "Grade separation"
    },
    {
      "name": "Grooved concrete surface",
      "tag": "500-0100",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "Superstructure concrete",
      "tag": "500-1011",
      "shape": "",
      "material": "concrete, Class D",
      "count": null,
      "note": "Br No-1 LT and RT, lump sum items, reference (249)"
    },
    {
      "name": "Concrete barrier",
      "tag": "500-2100",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "Class AA concrete",
      "tag": "500-3002",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "PSC beam",
      "tag": "507-9002",
      "shape": "AASHTO Type II",
      "material": "precast concrete",
      "count": null,
      "note": "Br No-1"
    },
    {
      "name": "PSC beam",
      "tag": "507-9003",
      "shape": "AASHTO Type III",
      "material": "precast concrete",
      "count": null,
      "note": "Br No-1"
    },
    {
      "name": "Bar reinforcement steel",
      "tag": "511-1000",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Superstructure reinforcement steel",
      "tag": "511-3000",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Br No-1 LT and RT, lump sum items, reference (69762)"
    },
    {
      "name": "Steel H pile",
      "tag": "520-1125",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "HP 12 X 53, in place piling"
    },
    {
      "name": "Load test pile",
      "tag": "520-4125",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "HP 12 X 53, if required"
    },
    {
      "name": "Dynamic pile test",
      "tag": "523-1100",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "Chain link fence",
      "tag": "643-1152",
      "shape": "",
      "material": "steel, zinc coated",
      "count": null,
      "note": "6 FT height, 9 GA"
    }
  ],
  "measurements": [
    {
      "label": "FOUND BKFILL MATL TP II - LEFT BRIDGE",
      "value": "35",
      "unit": "CY",
      "appliesTo": "207-0203"
    },
    {
      "label": "FOUND BKFILL MATL TP II - RIGHT BRIDGE",
      "value": "35",
      "unit": "CY",
      "appliesTo": "207-0203"
    },
    {
      "label": "BRIDGE EXCAVATION - LEFT BRIDGE",
      "value": "295",
      "unit": "CY",
      "appliesTo": "211-0200"
    },
    {
      "label": "BRIDGE EXCAVATION - RIGHT BRIDGE",
      "value": "295",
      "unit": "CY",
      "appliesTo": "211-0200"
    },
    {
      "label": "GROOVED CONCRETE - LEFT BRIDGE",
      "value": "811",
      "unit": "SY",
      "appliesTo": "500-0100"
    },
    {
      "label": "GROOVED CONCRETE - RIGHT BRIDGE",
      "value": "811",
      "unit": "SY",
      "appliesTo": "500-0100"
    },
    {
      "label": "SUPERSTR CONCRETE CL D BR NO-1 LT - LEFT BRIDGE",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "500-1011"
    },
    {
      "label": "SUPERSTR CONCRETE CL D BR NO-1 LT reference",
      "value": "249",
      "unit": "",
      "appliesTo": "500-1011"
    },
    {
      "label": "SUPERSTR CONCRETE CL D BR NO-1 RT - RIGHT BRIDGE",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "500-1011"
    },
    {
      "label": "SUPERSTR CONCRETE CL D BR NO-1 RT reference",
      "value": "249",
      "unit": "",
      "appliesTo": "500-1011"
    },
    {
      "label": "CONCRETE BARRIER - LEFT BRIDGE",
      "value": "378",
      "unit": "LF",
      "appliesTo": "500-2100"
    },
    {
      "label": "CONCRETE BARRIER - RIGHT BRIDGE",
      "value": "378",
      "unit": "LF",
      "appliesTo": "500-2100"
    },
    {
      "label": "CLASS AA CONCRETE - LEFT BRIDGE",
      "value": "221",
      "unit": "CY",
      "appliesTo": "500-3002"
    },
    {
      "label": "CLASS AA CONCRETE - RIGHT BRIDGE",
      "value": "221",
      "unit": "CY",
      "appliesTo": "500-3002"
    },
    {
      "label": "PSC BEAMS AASHTO TYPE II BR NO-1 - LEFT BRIDGE",
      "value": "644",
      "unit": "LF",
      "appliesTo": "507-9002"
    },
    {
      "label": "PSC BEAMS AASHTO TYPE II BR NO-1 - RIGHT BRIDGE",
      "value": "644",
      "unit": "LF",
      "appliesTo": "507-9002"
    },
    {
      "label": "PSC BEAMS AASHTO TYPE III BR NO-1 - LEFT BRIDGE",
      "value": "486",
      "unit": "LF",
      "appliesTo": "507-9003"
    },
    {
      "label": "PSC BEAMS AASHTO TYPE III BR NO-1 - RIGHT BRIDGE",
      "value": "486",
      "unit": "LF",
      "appliesTo": "507-9003"
    },
    {
      "label": "BAR REINF STEEL - LEFT BRIDGE",
      "value": "35422",
      "unit": "LB",
      "appliesTo": "511-1000"
    },
    {
      "label": "BAR REINF STEEL - RIGHT BRIDGE",
      "value": "35397",
      "unit": "LB",
      "appliesTo": "511-1000"
    },
    {
      "label": "SUPERSTR REINF STEEL BR NO-1 LT - LEFT BRIDGE",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "511-3000"
    },
    {
      "label": "SUPERSTR REINF STEEL BR NO-1 LT reference",
      "value": "69762",
      "unit": "",
      "appliesTo": "511-3000"
    },
    {
      "label": "SUPERSTR REINF STEEL BR NO-1 RT - RIGHT BRIDGE",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "511-3000"
    },
    {
      "label": "SUPERSTR REINF STEEL BR NO-1 RT reference",
      "value": "69762",
      "unit": "",
      "appliesTo": "511-3000"
    },
    {
      "label": "PILING IN PLACE STEEL H HP 12X53 - LEFT BRIDGE",
      "value": "2720",
      "unit": "LF",
      "appliesTo": "520-1125"
    },
    {
      "label": "PILING IN PLACE STEEL H HP 12X53 - RIGHT BRIDGE",
      "value": "2540",
      "unit": "LF",
      "appliesTo": "520-1125"
    },
    {
      "label": "Pile size callout",
      "value": "12 X 53",
      "unit": "",
      "appliesTo": "520-1125"
    },
    {
      "label": "LOAD TEST STEEL H HP 12X53 - LEFT BRIDGE",
      "value": "1",
      "unit": "EA",
      "appliesTo": "520-4125"
    },
    {
      "label": "LOAD TEST STEEL H HP 12X53 - RIGHT BRIDGE",
      "value": "1",
      "unit": "EA",
      "appliesTo": "520-4125"
    },
    {
      "label": "DYNAMIC PILE TEST - LEFT BRIDGE",
      "value": "2",
      "unit": "EA",
      "appliesTo": "523-1100"
    },
    {
      "label": "DYNAMIC PILE TEST - RIGHT BRIDGE",
      "value": "2",
      "unit": "EA",
      "appliesTo": "523-1100"
    },
    {
      "label": "CH LK FENCE ZC COAT 6FT 9GA - LEFT BRIDGE",
      "value": "378",
      "unit": "LF",
      "appliesTo": "643-1152"
    },
    {
      "label": "CH LK FENCE ZC COAT 6FT 9GA - RIGHT BRIDGE",
      "value": "378",
      "unit": "LF",
      "appliesTo": "643-1152"
    }
  ],
  "notes": [
    "LOAD TEST, STEEL H, HP 12 X 53 (IF REQD)"
  ],
  "labels": [
    "SUMMARY OF QUANTITIES",
    "PAY ITEM NUMBER",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "UNIT",
    "PAY ITEM",
    "12 X 53"
  ],
  "description": "This crop is a Summary of Quantities schedule table listing pay item numbers, quantities for a Left Bridge and Right Bridge, units, and pay item descriptions for a bridge project (Bridge No.-1). Items include earthwork, various concrete classes and superstructure concrete/reinforcement (some lump sum with cross-references to items 249 and 69762), PSC beams (AASHTO Type II and III), steel H-piling (HP 12x53) with an associated pile size callout, load and dynamic pile testing, concrete barrier, and chain link fencing. All quantity values that appear highlighted in yellow are printed numeric quantities; the table documents overall bridge quantities for bill-of-quantities preparation."
}

p02_r05Table

  • Superstructure concrete500-1011concrete, Class DBr No-1 LT and RT, lump sum items, reference (249)

35 CY FOUND BKFILL MATL TP II - LEFT BRIDGE35 CY FOUND BKFILL MATL TP II - RIGHT BRIDGE295 CY BRIDGE EXCAVATION - LEFT BRIDGE295 CY BRIDGE EXCAVATION - RIGHT BRIDGE811 SY GROOVED CONCRETE - LEFT BRIDGE811 SY GROOVED CONCRETE - RIGHT BRIDGELUMP LS SUPERSTR CONCRETE CL D BR NO-1 LT - LEFT BRIDGE249 SUPERSTR CONCRETE CL D BR NO-1 LT reference+25 more