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Bridge Superstructure

3 pages · 6 crops · ×8 · superstructure

Matched toBridge Superstructurebridge.superstructureon “Bridge Superstructure”

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

How the sheets named it

left bridgeright bridgeSubstructureSuperstructure

Every dimension read for it14

  • 23'MINIMUM REQUIRED VERTICAL CLEARANCEp1 · p01_r11
  • 23'MINIMUM REQUIRED VERTICAL CLEARANCEp1 · p01_r11
  • 2MINIMUM REQUIRED HORIZONTAL CLEARANCEnot attributedp1 · p01_r11
  • 74'-7 15/16"dimensionnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
  • STA. 17+29.07stationnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
  • 22'-0"dimensionnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
  • 22'-0"dimensionnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
  • 5'-0"dimensionnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
  • 15'-0"dimensionnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
  • 192'-0"TOTAL LENGTH OF BRIDGEp1 · p01_r08 elevation of bridge spans bents and wingwalls
  • 192'-0" ***TOTAL LENGTH OF BRIDGEp1 · p01_r09 elevation of bridge spans bents and pile bents
  • 30 LBS PER SQ FTFuture paving allowancenot attributedp2 · p02_r02
  • 4,000 PSISuperstructure concrete compressive strength, f′cp2 · p02_r02
  • 3,500 PSISubstructure concrete compressive strength, f′cp2 · p02_r02

Notes on the sheets that carry it

  • p11. ALL BENTS ARE PARALLEL TO ℄ CENTRAL OF RAILWAY COMPANY.
  • p12. END BENT PILES NOT SHOWN.
  • p1** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTIO [partial]
  • p1AND B.F.P.R. OR ℄ BENT.
  • p1ELEVATIONS ARE ALONG EASTBOUND AND WEST [partial]
  • p1PROFILE GRADE LINES AT THE INTERSECTION O [partial]
  • p1PROFILE GRADE LINES AND B.F.P.R. OR CENTER [partial]
  • p1*** 4. MEASURED ALONG ℄ SR 21.
  • p1⊛ 5. LEFT BRIDGE:
  • p1MINIMUM REQUIRED VERTICAL CLEARANCE = 23'
  • p1EXISTING TRACK VERTICAL CLEARANCE CALCULA [partial]
  • p1FUTURE TRACK VERTICAL CLEARANCE CALCULA [partial]
  • p1RIGHT BRIDGE:
  • p1⊛ ⊛ 6. MINIMUM REQUIRED HORIZONTAL CLEARANCE = 2 [partial]
  • p1POINT OF MIN. VERT. CLEARANCE
  • p1FUTURE POINT OF MIN. VERT. CLEARANCE
  • p1TO BE REMOVED
  • p1TEMPORARY SHORING AS NECESSARY, TYP.
  • p1MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN
  • p1CHAIN LINK WIRE FENCE, TYP.
  • p1FRONT FACE OF WALL NO.1
  • p1FRONT FACE OF WALL NO.2
  • p1EL.151.00, TYP.
  • p1APPROXIMATE EXISTING GROUNDLINE
  • p1FUTURE GROUNDLINE
  • 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 FOR FORMED HOLES.
  • p2ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED...
  • p7DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH.
  • p7NOTE:
  • p7SECTIONS SHOWN ARE FOR LEFT BRIDGE LOOKING AHEAD, RIGHT BRIDGE LOOKING BACK.

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

Page 1

crop

p01_r11

page 1 · design_notes_p01_r11
Original
p01_r11
{
  "view": "Notes",
  "objects": [
    {
      "name": "bent",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "All bents are stated to be parallel to the railway company centerline."
    },
    {
      "name": "end bent pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    },
    {
      "name": "left bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Vertical-clearance requirements and calculations are noted."
    },
    {
      "name": "right bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Vertical-clearance requirements and calculations are noted."
    }
  ],
  "measurements": [
    {
      "label": "MINIMUM REQUIRED VERTICAL CLEARANCE",
      "value": "23'",
      "unit": "",
      "appliesTo": "left bridge"
    },
    {
      "label": "MINIMUM REQUIRED VERTICAL CLEARANCE",
      "value": "23'",
      "unit": "",
      "appliesTo": "right bridge"
    },
    {
      "label": "MINIMUM REQUIRED HORIZONTAL CLEARANCE",
      "value": "2",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "1. ALL BENTS ARE PARALLEL TO ℄ CENTRAL OF RAILWAY COMPANY.",
    "2. END BENT PILES NOT SHOWN.",
    "** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTIO [partial]",
    "AND B.F.P.R. OR ℄ BENT.",
    "ELEVATIONS ARE ALONG EASTBOUND AND WEST [partial]",
    "PROFILE GRADE LINES AT THE INTERSECTION O [partial]",
    "PROFILE GRADE LINES AND B.F.P.R. OR CENTER [partial]",
    "*** 4. MEASURED ALONG ℄ SR 21.",
    "⊛ 5. LEFT BRIDGE:",
    "MINIMUM REQUIRED VERTICAL CLEARANCE = 23'",
    "EXISTING TRACK VERTICAL CLEARANCE CALCULA [partial]",
    "FUTURE TRACK VERTICAL CLEARANCE CALCULA [partial]",
    "RIGHT BRIDGE:",
    "MINIMUM REQUIRED VERTICAL CLEARANCE = 23'",
    "EXISTING TRACK VERTICAL CLEARANCE CALCULA [partial]",
    "FUTURE TRACK VERTICAL CLEARANCE CALCULA [partial]",
    "⊛ ⊛ 6. MINIMUM REQUIRED HORIZONTAL CLEARANCE = 2 [partial]"
  ],
  "labels": [
    "NOTES",
    "SR 21",
    "B.F.P.R."
  ],
  "description": "This crop is a notes block for a bridge crossing associated with SR 21 and a railway company. It documents bent orientation, omitted end-bent piles, station and elevation reference conventions, bridge vertical-clearance requirements, and a partially visible horizontal-clearance requirement."
}

p01_r11Notes

  • left bridge×1Vertical-clearance requirements and calculations are noted.
  • right bridge×1Vertical-clearance requirements and calculations are noted.

23' MINIMUM REQUIRED VERTICAL CLEARANCE23' MINIMUM REQUIRED VERTICAL CLEARANCE2 MINIMUM REQUIRED HORIZONTAL CLEARANCE

crop

p01_r01 plan of twin bridges spanning railroad tracks

page 1 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p01_r01_plan_of_twin_bridges_spanning_railroad_tracks
Original
p01_r01 plan of twin bridges spanning railroad tracks
{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge superstructure",
      "tag": "",
      "shape": "long rectangular plan outlines with skewed ends",
      "material": "",
      "count": 2,
      "note": "Upper and lower parallel bridge outlines are visible."
    },
    {
      "name": "wall",
      "tag": "WALL 1",
      "shape": "linear front face",
      "material": "",
      "count": 2,
      "note": "Front faces are shown at the left ends of the upper and lower bridge outlines."
    },
    {
      "name": "wall",
      "tag": "WALL 2",
      "shape": "linear front face",
      "material": "",
      "count": 2,
      "note": "Front faces are shown at the right ends of the upper and lower bridge outlines."
    },
    {
      "name": "bent",
      "tag": "BENT 1L",
      "shape": "skewed transverse support line",
      "material": "",
      "count": 1,
      "note": "Only the B.F.P.R. reference is shown."
    },
    {
      "name": "bent",
      "tag": "BENT 2L",
      "shape": "skewed transverse line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bent",
      "tag": "BENT 3L",
      "shape": "skewed transverse line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bent",
      "tag": "BENT 4L",
      "shape": "skewed transverse support line",
      "material": "",
      "count": 1,
      "note": "Only the B.F.P.R. reference is shown."
    },
    {
      "name": "bent",
      "tag": "BENT 1R",
      "shape": "skewed transverse support line",
      "material": "",
      "count": 1,
      "note": "Only the B.F.P.R. reference is shown."
    },
    {
      "name": "bent",
      "tag": "BENT 2R",
      "shape": "skewed transverse line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bent",
      "tag": "BENT 3R",
      "shape": "skewed transverse line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bent",
      "tag": "BENT 4R",
      "shape": "skewed transverse support line",
      "material": "",
      "count": 1,
      "note": "Only the B.F.P.R. reference is shown."
    },
    {
      "name": "railroad track",
      "tag": "CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Existing track crosses between the two bridge outlines."
    },
    {
      "name": "railroad track",
      "tag": "FUTURE TRACK",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Future track alignment is shown north of the existing track."
    }
  ],
  "measurements": [
    {
      "label": "minimum dimension",
      "value": "12'-1\"",
      "unit": "",
      "appliesTo": "C CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK"
    },
    {
      "label": "dimension",
      "value": "74'-7 15/16\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "75'-10 15/16\"",
      "unit": "",
      "appliesTo": "C FUTURE TRACK"
    },
    {
      "label": "bearing",
      "value": "N 22°-23'-16.7\" E",
      "unit": "",
      "appliesTo": "AHEAD TO PERKINS"
    },
    {
      "label": "minimum vertical clearance",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "upper bridge"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "upper bridge"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "upper bridge"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "upper bridge"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "upper bridge"
    },
    {
      "label": "dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "upper bridge"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4L"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 1R"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "PT#3"
    },
    {
      "label": "station",
      "value": "STA. 18+16.85",
      "unit": "",
      "appliesTo": "C SR 21"
    },
    {
      "label": "station",
      "value": "STA. 303+80.83",
      "unit": "",
      "appliesTo": "C CENTRAL OF GEORGIA RAILROAD COMPANY"
    },
    {
      "label": "begin bridge station",
      "value": "STA. 17+23.00",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "station",
      "value": "STA. 17+29.07",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "station",
      "value": "STA. 19+08.93",
      "unit": "",
      "appliesTo": "C SR 21"
    },
    {
      "label": "end bridge station",
      "value": "STA. 19+15.00",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "C SR 21"
    },
    {
      "label": "dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "minimum vertical clearance",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "lower bridge"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "lower bridge"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "lower bridge"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "lower bridge"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "lower bridge"
    },
    {
      "label": "dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "lower bridge"
    },
    {
      "label": "dimension",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "minimum horizontal clearance",
      "value": "25'-8\"",
      "unit": "",
      "appliesTo": "face of column"
    },
    {
      "label": "minimum horizontal clearance",
      "value": "36'-4\"",
      "unit": "",
      "appliesTo": "face of column"
    },
    {
      "label": "minimum dimension",
      "value": "14'-1\"",
      "unit": "",
      "appliesTo": "lower bridge"
    },
    {
      "label": "total length of bridge",
      "value": "192'-0\"",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "bridge length segment",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "bridge length segment",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "bridge length segment",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "bridge"
    }
  ],
  "notes": [
    "POINT OF MIN. VERT. CLEARANCE",
    "FUTURE POINT OF MIN. VERT. CLEARANCE",
    "TO BE REMOVED",
    "TEMPORARY SHORING AS NECESSARY, TYP.",
    "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN",
    "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN"
  ],
  "labels": [
    "PLAN",
    "C FUTURE ACCESS ROAD",
    "C FUTURE TRACK",
    "C CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "TO US 25/SR 121",
    "TO GA HIGHWAY 23",
    "TO PERKINS",
    "RMP D-0080.54",
    "PR R/W",
    "TO MILLEN"
  ],
  "description": "This crop is a plan view of two parallel bridge outlines crossing the Central of Georgia Railroad Company existing track, with a future track and future access-road alignment also shown. It identifies wall front faces, bent locations for the L and R bridge lines, bridge stations, skew angles, and clearance dimensions."
}

p01_r01 plan of twin bridges spanning railroad tracksPlan

  • bridge superstructure×2long rectangular plan outlines with skewed endsUpper and lower parallel bridge outlines are visible.

12'-1" minimum dimension74'-7 15/16" dimension75'-10 15/16" dimensionN 22°-23'-16.7" E bearing1'-9 1/2" minimum vertical clearance40'-0" gutter to gutter43'-7" out to out6'-0" spacing+30 more

crop

p01_r08 elevation of bridge spans bents and wingwalls

page 1 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p01_r08_elevation_of_bridge_spans_bents_and_wingwalls
Original
p01_r08 elevation of bridge spans bents and wingwalls
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge superstructure",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Shown spanning between B.F.P.R. BENT 1, BENT 2, BENT 3, and B.F.P.R. BENT 4."
    },
    {
      "name": "B.F.P.R. bent",
      "tag": "B.F.P.R. BENT 1",
      "shape": "vertical wall/pier line",
      "material": "",
      "count": 1,
      "note": "Circled reference 1 shown below."
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "vertical pier with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Circled reference 2 shown below; pile-supported foundation is shown."
    },
    {
      "name": "bent",
      "tag": "BENT 3",
      "shape": "vertical pier with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Circled reference 3 shown below; pile-supported foundation is shown."
    },
    {
      "name": "B.F.P.R. bent",
      "tag": "B.F.P.R. BENT 4",
      "shape": "vertical wall/pier line",
      "material": "",
      "count": 1,
      "note": "Circled reference 4 shown below."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One shown at each of BENT 2 and BENT 3."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "vertical",
      "material": "",
      "count": 8,
      "note": "Four piles are visibly shown below each of the two pile caps."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 1",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Callout identifies front face of wall."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 2",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Callout identifies front face of wall."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular fence panels",
      "material": "",
      "count": 3,
      "note": "Marked TYP."
    },
    {
      "name": "bearings",
      "tag": "EXP.",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Expansion bearing callouts shown at the end supports and adjacent to BENT 3."
    },
    {
      "name": "bearings",
      "tag": "FIX",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Fixed bearing callouts shown adjacent to BENT 2."
    },
    {
      "name": "existing track centerline",
      "tag": "℄ EXISTING TRACK",
      "shape": "vertical dashed line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "future track centerline",
      "tag": "℄ FUTURE TRACK",
      "shape": "vertical dashed line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "future access road centerline",
      "tag": "℄ FUTURE ACCESS ROAD",
      "shape": "vertical dashed line",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "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": "EL.151.00",
      "unit": "",
      "appliesTo": "groundline"
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO.1",
    "FRONT FACE OF WALL NO.2",
    "EL.151.00, TYP.",
    "APPROXIMATE EXISTING GROUNDLINE",
    "FUTURE GROUNDLINE"
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "PGL.",
    "B.F.P.R. BENT 1 ***",
    "BENT 2 **",
    "BENT 3 **",
    "B.F.P.R. BENT 4 ***",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK"
  ],
  "description": "This crop shows an elevation of a four-support bridge with end B.F.P.R. bents and two intermediate pile-supported bents. The elevation documents the 55'-0\", 82'-0\", and 55'-0\" span arrangement, wall front faces, fence locations, bearing designations, track centerlines, and existing/future groundlines."
}

p01_r08 elevation of bridge spans bents and wingwallsElevation

  • bridge superstructure×1linearShown spanning between B.F.P.R. BENT 1, BENT 2, BENT 3, and B.F.P.R. BENT 4.

192'-0" TOTAL LENGTH OF BRIDGE55'-0" span length82'-0" span length55'-0" span lengthEL.151.00 elevation

crop

p01_r09 elevation of bridge spans bents and pile bents

page 1 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p01_r09_elevation_of_bridge_spans_bents_and_pile_bents
Original
p01_r09 elevation of bridge spans bents and pile bents
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge superstructure",
      "tag": "",
      "shape": "continuous horizontal deck/girder profile",
      "material": "",
      "count": 1,
      "note": "Shown spanning between B.F.P.R. BENT 1 and B.F.P.R. BENT 4, with intermediate BENT 2 and BENT 3."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 2",
      "shape": "rectangular cap with single rectangular column",
      "material": "",
      "count": 1,
      "note": "Shown with a pile cap and three visible piles."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 3",
      "shape": "rectangular cap with single rectangular column",
      "material": "",
      "count": 1,
      "note": "Shown with a pile cap and three visible piles."
    },
    {
      "name": "bent/bridge support",
      "tag": "B.F.P.R. BENT 1",
      "shape": "vertical support at bridge end",
      "material": "",
      "count": 1,
      "note": "Support is adjacent to the front face of Wall No. 1."
    },
    {
      "name": "bent/bridge support",
      "tag": "B.F.P.R. BENT 4",
      "shape": "vertical support at bridge end",
      "material": "",
      "count": 1,
      "note": "Support is adjacent to the front face of Wall No. 2."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One shown below each of BENT 2 and BENT 3."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical",
      "material": "",
      "count": 6,
      "note": "Three visible below each pile cap."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 1",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Only the front face is identified."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 2",
      "shape": "vertical",
      "material": "",
      "count": 1,
      "note": "Only the front face is identified."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular mesh panels",
      "material": "chain link wire",
      "count": 3,
      "note": "Marked TYP."
    },
    {
      "name": "bearing",
      "tag": "EXP.",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Expansion bearing condition shown at B.F.P.R. BENT 1, both sides of BENT 3, and B.F.P.R. BENT 4."
    },
    {
      "name": "bearing",
      "tag": "FIX",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Fixed bearing condition shown at BENT 2."
    }
  ],
  "measurements": [
    {
      "label": "TOTAL LENGTH OF BRIDGE",
      "value": "192'-0\" ***",
      "unit": "",
      "appliesTo": "bridge superstructure"
    },
    {
      "label": "",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "span between B.F.P.R. BENT 1 and BENT 2"
    },
    {
      "label": "",
      "value": "82'-0\" ***",
      "unit": "",
      "appliesTo": "span between BENT 2 and BENT 3"
    },
    {
      "label": "",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "span between BENT 3 and B.F.P.R. BENT 4"
    },
    {
      "label": "EL.",
      "value": "151.00",
      "unit": "",
      "appliesTo": "TYP."
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "APPROXIMATE EXISTING GROUNDLINE",
    "FUTURE GROUNDLINE"
  ],
  "labels": [
    "PLAN",
    "TOTAL LENGTH OF BRIDGE",
    "PGL",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK",
    "ELEVATION",
    "1",
    "2",
    "3",
    "4"
  ],
  "description": "This crop shows an elevation of a three-span bridge with end supports identified as B.F.P.R. BENT 1 and B.F.P.R. BENT 4 and intermediate BENT 2 and BENT 3. It documents the overall and span lengths, bearing conditions, pile-supported intermediate bents, wall-front-face references, groundlines, track/access-road centerlines, and typical chain link wire fence."
}

p01_r09 elevation of bridge spans bents and pile bentsElevation

  • bridge superstructure×1continuous horizontal deck/girder profileShown spanning between B.F.P.R. BENT 1 and B.F.P.R. BENT 4, with intermediate BENT 2 and BENT 3.

192'-0" *** TOTAL LENGTH OF BRIDGE55'-0" ***82'-0" ***55'-0" ***151.00 EL.

Page 2

crop

p02_r02

page 2 · bridge_design_notes_and_design_data_p02_r02
Original
p02_r02
{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified to meet ASTM A 709 Gr 50; design data lists Grade 50, fᵧ = 50,000 PSI."
    },
    {
      "name": "Smooth dowel bars",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Placed in formed holes and grouted in place."
    },
    {
      "name": "Abutment soil reinforcing device inserts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At abutment; furnishing and installation cost is referenced."
    },
    {
      "name": "Superstructure",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete class and strength are listed in design data."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete class and strength are listed in design data."
    },
    {
      "name": "PSC beams",
      "tag": "",
      "shape": "",
      "material": "prestressed concrete",
      "count": null,
      "note": "Concrete strength and allowable tension refer to beam sheets."
    },
    {
      "name": "Substructure",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete class and strength are listed in design data."
    },
    {
      "name": "Reinforcement steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Grade 60 reinforcement steel is specified."
    },
    {
      "name": "Pretensioning strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Prestensioning strand stress is specified."
    }
  ],
  "measurements": [
    {
      "label": "Vibration monitoring notice period",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Smooth dowel bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Smooth dowel bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Minimum pile freeze period",
      "value": "24 HOURS",
      "unit": "",
      "appliesTo": "Steel H-piles"
    },
    {
      "label": "Seismic performance zone",
      "value": "2",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "AS",
      "value": "0.142",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "SDI",
      "value": "0.155",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "Future paving allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": ""
    },
    {
      "label": "Superstructure concrete compressive strength, f′c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Superstructure"
    },
    {
      "label": "Barrier concrete compressive strength, f′c",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Barrier"
    },
    {
      "label": "Substructure concrete compressive strength, f′c",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "Substructure"
    },
    {
      "label": "Reinforcement steel grade",
      "value": "60",
      "unit": "",
      "appliesTo": "Reinforcement steel"
    },
    {
      "label": "Reinforcement steel yield strength, fᵧ",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "Reinforcement steel"
    },
    {
      "label": "Pretensioning strands stress, fₛ′",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": "Pretensioning strands"
    },
    {
      "label": "Steel H-piles grade",
      "value": "50",
      "unit": "",
      "appliesTo": "Steel H-piles"
    },
    {
      "label": "Steel H-piles yield strength, fᵧ",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "Steel H-piles"
    }
  ],
  "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 FOR FORMED HOLES.",
    "ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED..."
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "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",
    "CONCRETE",
    "PSC BEAM ALLOWABLE TENSION — SEE BEAM SHEETS"
  ],
  "description": "This crop contains continued general bridge construction notes and a design-data block. The notes address pile driving, vibration monitoring, smooth dowel bars, and abutment soil reinforcing device inserts; the design data gives material classes, strengths, loading criteria, and seismic design information."
}

p02_r02Notes

  • SuperstructureconcreteConcrete class and strength are listed in design data.
  • SubstructureconcreteConcrete class and strength are listed in design data.

TWO WEEKS Vibration monitoring notice period3" Smooth dowel bar hole diameter12" Smooth dowel bar hole depth24 HOURS Minimum pile freeze period2 Seismic performance zone0.142 AS0.155 SDI30 LBS PER SQ FT Future paving allowance+8 more

Page 7

crop

p07_r17 construction notes for edge beam forms and section orientation

page 7 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p07_r17_construction_notes_for_edge_beam_forms_and_section_orientation
Original
p07_r17 construction notes for edge beam forms and section orientation
{
  "view": "Notes",
  "objects": [
    {
      "name": "edge beam forms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in removal instruction; no form geometry is shown."
    },
    {
      "name": "deck",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Referenced in deck pour and concrete-strength instruction; no geometry is shown."
    },
    {
      "name": "left bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Referenced by section-view orientation note."
    },
    {
      "name": "right bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Referenced by section-view orientation note."
    }
  ],
  "measurements": [
    {
      "label": "minimum time after deck pour before edge beam form removal",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck"
    }
  ],
  "notes": [
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH.",
    "NOTE:",
    "SECTIONS SHOWN ARE FOR LEFT BRIDGE LOOKING AHEAD, RIGHT BRIDGE LOOKING BACK."
  ],
  "labels": [],
  "description": "This crop contains construction notes only. It gives the edge-beam-form removal condition following the deck pour and identifies the viewing direction for sections of the left and right bridges."
}

p07_r17 construction notes for edge beam forms and section orientationNotes

  • left bridge×1Referenced by section-view orientation note.
  • right bridge×1Referenced by section-view orientation note.

72 HOURS minimum time after deck pour before edge beam form removal28 DAY concrete strength age