Drawing to BOQpipeline control sheet
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Bent

15 pages · 56 crops · ×133 · substructure

Matched toPier Systembridge.substructure.pier_systemon “Bent”

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

How the sheets named it

bridge bentB.F.P.R. bentbent/bridge supportconcrete intermediate bentsconcrete intermediate bentbentsintermediate bentbridge bentsbridge bent reference pointIntermediate bentbent cap / bentbent centerlinebent memberconcrete bent memberbent reinforcement layoutBENT 1BENT 2BENT 3BENT 4BENT 1LBENT 2LBENT 3LBENT 4LBENT 1RBENT 2RBENT 3RBENT 4RB.F.P.R. BENT 1B.F.P.R. BENT 4BENTS 1 AND 4BRIDGE LEFT BENT 1 RIGHT; BRIDGE LEFT BENT 3 LEFT; BRIDGE RIGHT BENT 2 RIGHT; BRIDGE RIGHT BENT 4 RIGHTBENT 1 AND 42B.F.P.R. BENT 1LB.F.P.R. BENT 1RB.F.P.R. BENT 4LB.F.P.R. BENT 4R2 and 32 AND 3BENT 1 LT.BENT 1 RT.BENT 1L and BENT 1R℄ BENTBENT 2 LT.BENT 2 RT.

Every dimension read for it134

  • 17+26.35STATIONp1 · p01_r07
  • 189.76PGL ELEV.p1 · p01_r07
  • 17+81.35STATIONp1 · p01_r07
  • 190.50PGL ELEV.p1 · p01_r07
  • 18+63.35STATIONp1 · p01_r07
  • 190.59PGL ELEV.p1 · p01_r07
  • 19+18.35STATIONp1 · p01_r07
  • 189.96PGL ELEV.p1 · p01_r07
  • 17+19.65STATIONp1 · p01_r07
  • 189.60PGL ELEV.p1 · p01_r07
  • 17+74.65STATIONp1 · p01_r07
  • 190.42PGL ELEV.p1 · p01_r07
  • 18+56.65STATIONp1 · p01_r07
  • 190.61PGL ELEV.p1 · p01_r07
  • 19+11.65STATIONp1 · p01_r07
  • 190.05PGL ELEV.p1 · p01_r07
  • 17+29.07Stationnot attributedp1 · p01_r01
  • 2MINIMUM REQUIRED HORIZONTAL CLEARANCEnot attributedp1 · p01_r11
  • 74'-7 15/16"dimensionnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
  • 81°-20'-05.0"skew anglep1 · p01_r01 plan of twin bridges spanning railroad tracks
  • 81°-20'-05.0"skew anglep1 · p01_r01 plan of twin bridges spanning railroad tracks
  • 81°-20'-05.0"skew anglep1 · 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
  • 2quantity of concrete intermediate bentsp2 · p02_r01
  • 2Quantity of concrete intermediate bentsp2 · p02_r04
  • 2021 EDITIONGeorgia Standard Specifications editionnot attributedp2 · p02_r11 left column list of specification and construction notes
  • 2024Supplemental specifications yearnot attributedp2 · p02_r11 left column list of specification and construction notes
  • 1 3/8"Expansion joint at Bent 1 and 4p2 · p02_r13 standard plan modification
  • 81°-20'-05.0"anglep3 · p03_r01 existing track alignment
  • 81°-20'-05.0"anglep3 · p03_r01 existing track alignment
  • 1”Expansion joint widthnot attributedp4 · p04_r06 notes of general notes
  • 1”Expansion joint widthnot attributedp4 · p04_r06 notes of general notes
  • 12.0 CYCY CLASS AA CONCRETEp13 · p13_r11 concrete and rebar quantities for bent 1
  • 12.0 CYCY CLASS AA CONCRETEp13 · p13_r11 concrete and rebar quantities for bent 1
  • 1434 LBLB BAR REINF STEELp13 · p13_r11 concrete and rebar quantities for bent 1
  • 1434 LBLB BAR REINF STEELp13 · p13_r11 concrete and rebar quantities for bent 1
  • 139Minimum tip elevationp13 · p13_r10
  • 125Minimum tip elevationp13 · p13_r10
  • 22'-0"Distance from SR 21 WB = PGL reference linenot attributedp14 · p14_r01 plan of beam spacing at bent 2 left
  • 17+81.35Stationp14 · p14_r01 plan of beam spacing at bent 2 left
  • 2'-9⅜"Local horizontal dimensionnot attributedp14 · p14_r01 plan of beam spacing at bent 2 left
  • 11½"Vertical dimensionnot attributedp14 · p14_r01 plan of beam spacing at bent 2 left
  • 1'-2"Vertical dimensionnot attributedp14 · p14_r01 plan of beam spacing at bent 2 left
  • 2'-1½"Vertical dimensionnot attributedp14 · p14_r01 plan of beam spacing at bent 2 left
  • 93.0 CYCY CLASS AA CONCRETEp14 · p14_r09 quantities table for concrete and rebar
  • 93.0 CYCY CLASS AA CONCRETEp14 · p14_r09 quantities table for concrete and rebar
  • 15875 LBLB BAR REINF STEELp14 · p14_r09 quantities table for concrete and rebar
  • 15848 LBLB BAR REINF STEELp14 · p14_r09 quantities table for concrete and rebar
  • 93.0 CYCY CLASS AA CONCRETEp14 · p14_r09
  • 93.0 CYCY CLASS AA CONCRETEp14 · p14_r09
  • 15875 LBLB BAR REINF STEELp14 · p14_r09
  • 15848 LBLB BAR REINF STEELp14 · p14_r09
  • 104.0 CYCY CLASS AA CONCRETEp15 · p15_r09 concrete and rebar quantities for bent 3
  • 104.0 CYCY CLASS AA CONCRETEp15 · p15_r09 concrete and rebar quantities for bent 3
  • 16679 LBLB BAR REINF STEELp15 · p15_r09 concrete and rebar quantities for bent 3
  • 16681 LBLB BAR REINF STEELp15 · p15_r09 concrete and rebar quantities for bent 3
  • 4'-3"overall widthp16 · p16_r03 cross section of bent cap at bearing line showing rebar
  • 2'-1½"width from CL BENTp16 · p16_r03 cross section of bent cap at bearing line showing rebar
  • 2'-1½"width from CL BENTp16 · p16_r03 cross section of bent cap at bearing line showing rebar
  • 11½"edge-to-CL BRNG. distancep16 · p16_r03 cross section of bent cap at bearing line showing rebar
  • 1'-2"CL BRNG. to CL BENT distancep16 · p16_r03 cross section of bent cap at bearing line showing rebar
  • 1'-2"CL BENT to CL BRNG. distancep16 · p16_r03 cross section of bent cap at bearing line showing rebar
  • 11½"CL BRNG. to edge distancep16 · p16_r03 cross section of bent cap at bearing line showing rebar
  • 4'-0" MIN.minimum overall depthp16 · p16_r03 cross section of bent cap at bearing line showing rebar
  • 9"bottom depthp16 · p16_r03 cross section of bent cap at bearing line showing rebar
  • 4'-3"overall widthnot attributedp16 · p16_r04 cross section of bent cap at bearing line showing rebar
  • 2'-1½"dimension from CL BENT to left edgenot attributedp16 · p16_r04 cross section of bent cap at bearing line showing rebar
  • 2'-1½"dimension from CL BENT to right edgenot attributedp16 · p16_r04 cross section of bent cap at bearing line showing rebar
  • 11½"left edge to bearing centerlinenot attributedp16 · p16_r04 cross section of bent cap at bearing line showing rebar
  • 1'-2"bearing centerline to CL BENTnot attributedp16 · p16_r04 cross section of bent cap at bearing line showing rebar
  • 1'-2"CL BENT to bearing centerlinenot attributedp16 · p16_r04 cross section of bent cap at bearing line showing rebar
  • 11½"right bearing centerline to right edgenot attributedp16 · p16_r04 cross section of bent cap at bearing line showing rebar
  • 4'-0" MIN.minimum overall heightnot attributedp16 · p16_r04 cross section of bent cap at bearing line showing rebar
  • 9"bottom dimensionnot attributedp16 · p16_r04 cross section of bent cap at bearing line showing rebar
  • 2"minimum clear cover, typicalnot attributedp16 · p16_r04 cross section of bent cap at bearing line showing rebar
  • 2"clear cover, 3 sidesnot attributedp16 · p16_r04 cross section of bent cap at bearing line showing rebar
  • 3'-0 7/16"DETAIL 1 overall widthp16 · p16_r06 composite rebar detail and section views of bent 1 cap
  • 1'-0"SECTION A-A widthp16 · p16_r06 composite rebar detail and section views of bent 1 cap
  • 5'-4¾"DETAIL 2 overall widthp16 · p16_r06 composite rebar detail and section views of bent 1 cap
  • 1'-0"SECTION B-B widthp16 · p16_r06 composite rebar detail and section views of bent 1 cap
  • 1'-0"SECTION C-C widthp16 · p16_r06 composite rebar detail and section views of bent 1 cap
  • 3/8" = 1'-0"scalenot attributedp16 · p16_r10 plan view of pile footing for bent 2 with pile layout
  • 5'-4¾"overall horizontal dimensionp16 · p16_r11 detail 4
  • 3'-0 7/16"Detail 3 overall widthp16 · p16_r12 cross section of intermediate bent cap bent 4 d d e e f f
  • 5'-4 3/4"Detail 4 overall widthp16 · p16_r12 cross section of intermediate bent cap bent 4 d d e e f f
  • 1'-0"Section D-D widthp16 · p16_r12 cross section of intermediate bent cap bent 4 d d e e f f
  • 1'-0"Section E-E widthp16 · p16_r12 cross section of intermediate bent cap bent 4 d d e e f f
  • 1'-0"Section F-F widthp16 · p16_r12 cross section of intermediate bent cap bent 4 d d e e f f
  • 4'-3"overall widthp16 · p16_r01
  • 2'-1½"dimension from CL BENT to left sidep16 · p16_r01
  • 2'-1½"dimension from CL BENT to right sidep16 · p16_r01
  • 11½"left segment dimensionp16 · p16_r01
  • 1'-2"left-center segment dimensionp16 · p16_r01
  • 1'-2"right-center segment dimensionp16 · p16_r01
  • 11½"right segment dimensionp16 · p16_r01
  • 4'-0" MIN.minimum overall depthp16 · p16_r01
  • 9"bottom dimensionp16 · p16_r01
  • 2"minimum clear coverp16 · p16_r01
  • 2"clear coverp16 · p16_r01
  • 81°-20'-05.0”Skew anglep17 · p17_r01 plan of beam spacing and dowels at bent 4 left
  • 81°-20'-05.0”Skew angle, typicalp17 · p17_r01 plan of beam spacing and dowels at bent 4 left
  • 3'-0 1/16”Bent end dimensionp17 · p17_r01 plan of beam spacing and dowels at bent 4 left
  • 5'-4 3/4”Bent end dimensionp17 · p17_r01 plan of beam spacing and dowels at bent 4 left
  • 3'-0 7/8”End spacingp17 · p17_r01 plan of beam spacing and dowels at bent 4 left
  • 44'-1 1/16”Overall bent lengthp17 · p17_r01 plan of beam spacing and dowels at bent 4 left
  • 1'-6”Offsetp17 · p17_r01 plan of beam spacing and dowels at bent 4 left
  • 1'-6”Offsetp17 · p17_r01 plan of beam spacing and dowels at bent 4 left
  • 3'-0”Bent widthp17 · p17_r01 plan of beam spacing and dowels at bent 4 left
  • 2 3/4”Typical dimensionp17 · p17_r01 plan of beam spacing and dowels at bent 4 left
  • 2'-9 3/8”Dimensionp17 · p17_r01 plan of beam spacing and dowels at bent 4 left
  • 22'-0”Ahead distancenot attributedp17 · p17_r01 plan of beam spacing and dowels at bent 4 left
  • 22'-0"Distance to ahead referencenot attributedp17 · p17_r02 plan of beam spacing and dowels at bent 4 right
  • 19+15.00Stationp17 · p17_r02 plan of beam spacing and dowels at bent 4 right
  • 81°-20'-05.0"Skew anglep17 · p17_r02 plan of beam spacing and dowels at bent 4 right
  • 81°-20'-05.0"Skew angle, typicalnot attributedp17 · p17_r02 plan of beam spacing and dowels at bent 4 right
  • 5'-4 3/4"Bent end dimensionp17 · p17_r02 plan of beam spacing and dowels at bent 4 right
  • 3'-0 7/8"End offset, leftp17 · p17_r02 plan of beam spacing and dowels at bent 4 right
  • 3'-0 7/8"End offset, rightp17 · p17_r02 plan of beam spacing and dowels at bent 4 right
  • 6'-10 1/2"Distance, leftp17 · p17_r02 plan of beam spacing and dowels at bent 4 right
  • 6'-10 9/16"Distance, rightp17 · p17_r02 plan of beam spacing and dowels at bent 4 right
  • 44'-1 1/16"Overall bent dimensionp17 · p17_r02 plan of beam spacing and dowels at bent 4 right
  • 2 3/4"Typical dimensionnot attributedp17 · p17_r02 plan of beam spacing and dowels at bent 4 right
  • 3'-0 7/16"Right end vertical dimensionp17 · p17_r02 plan of beam spacing and dowels at bent 4 right
  • 12.0 CYCY CLASS AA CONCRETEp17 · p17_r16 concrete and rebar quantity table for end bent 4
  • 12.0 CYCY CLASS AA CONCRETEp17 · p17_r16 concrete and rebar quantity table for end bent 4
  • 1434 LBLB BAR REINF STEELp17 · p17_r16 concrete and rebar quantity table for end bent 4
  • 1434 LBLB BAR REINF STEELp17 · p17_r16 concrete and rebar quantity table for end bent 4
  • 1No. of loc.p20 · p20_r01 bar reinforcing schedule 2
  • 1No. of loc.p20 · p20_r01 bar reinforcing schedule 2
  • 1No. of loc.p20 · p20_r01 bar reinforcing schedule 2

Notes on the sheets that carry it

  • p1CHAIN LINK WIRE FENCE, TYP.
  • p1FRONT FACE OF WALL NO. 1
  • p1FRONT FACE OF WALL NO. 2
  • p1APPROXIMATE EXISTING GROUNDLINE
  • p1NOTES — partial note block visible at right edge; text is cut off and illegible in part.
  • p1TEMPORARY SHORING AS NECESSARY, TYP.
  • p1TO BE REMOVED
  • p1MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN
  • 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
  • p1EL.151.00, TYP.
  • p1FUTURE GROUNDLINE
  • p22 - 55'-0" AASHTO TYPE II PSC BEAM SPANS ---------------- SPECIAL DESIGN
  • p21 - 82'-0" AASHTO TYPE III PSC BEAM SPAN ---------------- SPECIAL DESIGN
  • p22 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS ----------- SPECIAL DESIGN
  • p22 - CONCRETE INTERMEDIATE BENTS ------------------- SPECIAL DESIGN
  • p24 - END POST AND GUARDRAIL ATTACHMENT DETAIL -------- GA. STD. 3054 (9-30-02)
  • p2(L = 4'-3"; W = 1'-1"; H = 3'-6")
  • p2(L = 4'-6"; W = 1'-1"; H = 3'-6")
  • p2BAR BENDING DETAILS ------------------------ GA. STD. 3901 (8-69)
  • p2CHAIN LINK WIRE FENCE ------------------- GA. STD. 9031N (8-13-85)
  • p2TYPICAL FILL DETAIL AT END OF BRIDGE ----------------GA. STD. 9037 (9-99)
  • p2FILL SETTLEMENT - PROTECT PILES DRIVEN AT BENTS 1 AND 4 FROM NEGATIVE SKIN FRICTION WHEN USED IN CONJUNCTION WITH MECHANICALLY STABILIZED EARTH WALLS, SEE SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS. DRIVE PILES AT END BENTS BEFORE WALL LEVELING PADS ARE CONSTRUCTED.
  • p2EACH BRIDGE CONSISTS OF
  • p2SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024 SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.
  • p2REINFORCING STEEL - PLACE AND TIE ALL REINFORCING STEEL IN ACCORDANCE WITH THE GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFORCING STEEL. MAINTAIN 2 INCH MINIMUM CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.

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

Page 1

crop

p01_r07

page 1 · bent_p01_r07
Original
p01_r07
{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 1",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Listed once in each of two location groups; location text is cropped."
    },
    {
      "name": "Bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Listed once in each of two location groups; location text is cropped."
    },
    {
      "name": "Bent",
      "tag": "BENT 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Listed once in each of two location groups; location text is cropped."
    },
    {
      "name": "Bent",
      "tag": "BENT 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Listed once in each of two location groups; location text is cropped."
    }
  ],
  "measurements": [
    {
      "label": "STATION",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.76",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "STATION",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "BENT 2"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.50",
      "unit": "",
      "appliesTo": "BENT 2"
    },
    {
      "label": "STATION",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.59",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "STATION",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.96",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "STATION",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.60",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "STATION",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "BENT 2"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.42",
      "unit": "",
      "appliesTo": "BENT 2"
    },
    {
      "label": "STATION",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.61",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "STATION",
      "value": "19+11.65",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.05",
      "unit": "",
      "appliesTo": "BENT 4"
    }
  ],
  "notes": [],
  "labels": [
    "BENT ELEVATIONS **",
    "LOCATION",
    "BENT NO.",
    "STATION",
    "PGL ELEV.",
    "FT BRIDGE (partial)",
    "HT BRIDGE (partial)"
  ],
  "description": "This crop shows a bent elevations table for two bridge location groups, whose location names are cropped at the left edge. It lists Bents 1 through 4 with station and PGL elevation values for each group; no bent geometry, materials, or dimensions are shown."
}

p01_r07Table

  • BentBENT 1×2Listed once in each of two location groups; location text is cropped.
  • BentBENT 2×2Listed once in each of two location groups; location text is cropped.
  • BentBENT 3×2Listed once in each of two location groups; location text is cropped.
  • BentBENT 4×2Listed once in each of two location groups; location text is cropped.

17+26.35 STATION189.76 PGL ELEV.17+81.35 STATION190.50 PGL ELEV.18+63.35 STATION190.59 PGL ELEV.19+18.35 STATION189.96 PGL ELEV.+8 more

crop

p01_r06

page 1 · bent_stations_elevations_p01_r06
Original
p01_r06
{
  "view": "Table",
  "objects": [
    {
      "name": "bridge bent",
      "tag": "BENT 1",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    }
  ],
  "measurements": [
    {
      "label": "STATION",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 1"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.76",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 1"
    },
    {
      "label": "STATION",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 2"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.50",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 2"
    },
    {
      "label": "STATION",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 3"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.59",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 3"
    },
    {
      "label": "STATION",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 4"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.96",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 4"
    },
    {
      "label": "STATION",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 1"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.60",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 1"
    },
    {
      "label": "STATION",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 2"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.42",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 2"
    },
    {
      "label": "STATION",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 3"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.61",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 3"
    },
    {
      "label": "STATION",
      "value": "19+11.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 4"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.05",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 4"
    }
  ],
  "notes": [],
  "labels": [
    "BENT ELEVATIONS **",
    "LOCATION",
    "BENT NO.",
    "STATION",
    "PGL ELEV.",
    "LEFT BRIDGE",
    "RIGHT BRIDGE"
  ],
  "description": "This crop is a Bent Elevations table for left and right bridges. It lists the station and PGL elevation for BENT 1 through BENT 4 for each bridge."
}

p01_r06Table

  • bridge bentBENT 1×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
  • bridge bentBENT 2×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
  • bridge bentBENT 3×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
  • bridge bentBENT 4×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.

17+26.35 STATION189.76 PGL ELEV.17+81.35 STATION190.50 PGL ELEV.18+63.35 STATION190.59 PGL ELEV.19+18.35 STATION189.96 PGL ELEV.+8 more

crop

bridge_1

page 1 · bridge_1
Original
bridge_1
{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge deck/superstructure",
      "tag": "",
      "shape": "longitudinal rectangular deck profile",
      "material": "",
      "count": 1,
      "note": "Shown across the full bridge length in elevation."
    },
    {
      "name": "abutment wall",
      "tag": "WALL NO. 1",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Front face is called out."
    },
    {
      "name": "abutment wall",
      "tag": "WALL NO. 2",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Front face is called out."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 2",
      "shape": "rectangular pier column with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Shown with a pile-supported footing."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 3",
      "shape": "rectangular pier column with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Shown with a pile-supported footing."
    },
    {
      "name": "pile-supported footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One beneath each visible bent; individual piles are shown but not tagged."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical",
      "material": "",
      "count": null,
      "note": "Visible below both bent footings; exact count is unclear at this crop resolution."
    },
    {
      "name": "bearing",
      "tag": "FIX",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Fixed bearings shown at Bent 2."
    },
    {
      "name": "bearing",
      "tag": "EXP.",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Expansion bearings shown at Wall No. 1, Bent 3, and Wall No. 2."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular mesh panel",
      "material": "chain link wire",
      "count": 3,
      "note": "Called out as typical."
    },
    {
      "name": "future access road",
      "tag": "",
      "shape": "horizontal line",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "existing track",
      "tag": "",
      "shape": "vertical dashed centerline",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "future track",
      "tag": "",
      "shape": "vertical dashed centerline",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "future groundline",
      "tag": "",
      "shape": "irregular profile",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "approximate existing groundline",
      "tag": "",
      "shape": "horizontal line",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Total length of bridge",
      "value": "192'-0\" ***",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "Span length",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "between B.F.P.R. BENT 1 and BENT 2"
    },
    {
      "label": "Span length",
      "value": "82'-0\" ***",
      "unit": "",
      "appliesTo": "between BENT 2 and BENT 3"
    },
    {
      "label": "Span length",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "between BENT 3 and B.F.P.R. BENT 4"
    },
    {
      "label": "Elevation",
      "value": "151.00",
      "unit": "",
      "appliesTo": "EL. 151.00, TYP."
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "APPROXIMATE EXISTING GROUNDLINE",
    "NOTES — partial note block visible at right edge; text is cut off and illegible in part."
  ],
  "labels": [
    "PLAN",
    "B.F.P.R. BENT 1 ***",
    "BENT 2 **",
    "BENT 3 **",
    "B.F.P.R. BENT 4 ***",
    "PGL",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK",
    "FUTURE GROUNDLINE",
    "ELEVATION"
  ],
  "description": "This crop principally shows an elevation of a bridge with end walls, Bents 2 and 3, deck superstructure, bearings, and pile-supported bent footings. The bridge is dimensioned as three spans of 55'-0\", 82'-0\", and 55'-0\", with a stated total length of 192'-0\". A partial plan heading and dimension string are visible above the elevation."
}

bridge_1Elevation

  • bridge bentBENT 2×1rectangular pier column with rectangular capShown with a pile-supported footing.
  • bridge bentBENT 3×1rectangular pier column with rectangular capShown with a pile-supported footing.

192'-0" *** Total length of bridge55'-0" *** Span length82'-0" *** Span length55'-0" *** Span length151.00 Elevation

crop

p01_r01

page 1 · bridge_deck_and_bents_p01_r01
Original
p01_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck/bridge outline",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two parallel bridge outlines are shown; no deck material is stated."
    },
    {
      "name": "Bent",
      "tag": "BENT 1L",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": "B.F.P.R. BENT 1L is called out at the west end of the upper bridge."
    },
    {
      "name": "Bent",
      "tag": "BENT 2L",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 3L",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 4L",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": "B.F.P.R. BENT 4L is called out at the east end of the upper bridge."
    },
    {
      "name": "Bent",
      "tag": "BENT 1R",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": "B.F.P.R. BENT 1R is called out at the west end of the lower bridge."
    },
    {
      "name": "Bent",
      "tag": "BENT 2R",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 3R",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 4R",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": "B.F.P.R. BENT 4R is called out at the east end of the lower bridge."
    },
    {
      "name": "Wall",
      "tag": "WALL 1",
      "shape": "linear front face",
      "material": "",
      "count": null,
      "note": "Front face is indicated at the upper and lower left sides of the crop."
    },
    {
      "name": "Wall",
      "tag": "WALL 2",
      "shape": "linear front face",
      "material": "",
      "count": null,
      "note": "Front face is indicated at the upper and lower right sides of the crop."
    },
    {
      "name": "Existing railroad track",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Identified as Central of Georgia Railroad Company existing track."
    },
    {
      "name": "Future track",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Future access road",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Minimum dimension",
      "value": "12'-1\" MIN.",
      "unit": "",
      "appliesTo": "Central of Georgia Railroad Company existing track area"
    },
    {
      "label": "Dimension",
      "value": "74'-7 5/16\"",
      "unit": "",
      "appliesTo": "Upper bridge/track area"
    },
    {
      "label": "Bearing",
      "value": "N. 2°-23'-16.7\" E",
      "unit": "",
      "appliesTo": "Alignment marked AHEAD / TO PERKINS"
    },
    {
      "label": "Dimension",
      "value": "75'-10 15/16\"",
      "unit": "",
      "appliesTo": "Future track area"
    },
    {
      "label": "Dimension",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "Upper bridge point of minimum vertical clearance"
    },
    {
      "label": "Dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge point of minimum vertical clearance"
    },
    {
      "label": "Dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge point of minimum vertical clearance"
    },
    {
      "label": "Width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge, GUTTER TO GUTTER"
    },
    {
      "label": "Width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Upper bridge, OUT TO OUT"
    },
    {
      "label": "Width",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Upper bridge, TYP."
    },
    {
      "label": "Station",
      "value": "18+16.85",
      "unit": "",
      "appliesTo": "CL SR 21"
    },
    {
      "label": "Station",
      "value": "303+80.83",
      "unit": "",
      "appliesTo": "CL CENTRAL OF GEORGIA RAILROAD COMPANY"
    },
    {
      "label": "Station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "BRIDGE"
    },
    {
      "label": "Station",
      "value": "17+29.07",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Reference milepost",
      "value": "D-0080.54",
      "unit": "",
      "appliesTo": "RRMP"
    },
    {
      "label": "Bearing",
      "value": "N. 83°-43'-21.7\"",
      "unit": "",
      "appliesTo": "CL SR 21"
    },
    {
      "label": "Station",
      "value": "19+08.93",
      "unit": "",
      "appliesTo": "CL SR 21"
    },
    {
      "label": "Station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "END BRIDGE"
    },
    {
      "label": "Dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21/railroad crossing clearance area"
    },
    {
      "label": "Dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21/railroad crossing clearance area"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Lower bridge, TYP."
    },
    {
      "label": "Width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge, GUTTER TO GUTTER"
    },
    {
      "label": "Width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Lower bridge, OUT TO OUT"
    },
    {
      "label": "Dimension",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "Lower bridge point of minimum vertical clearance"
    },
    {
      "label": "Dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge point of minimum vertical clearance"
    },
    {
      "label": "Dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge point of minimum vertical clearance"
    },
    {
      "label": "Width",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Lower bridge, TYP."
    },
    {
      "label": "Dimension",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": "Minimum horizontal clearance area"
    },
    {
      "label": "Dimension",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": "Minimum horizontal clearance area"
    },
    {
      "label": "Dimension",
      "value": "25'-8\"",
      "unit": "",
      "appliesTo": "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN"
    },
    {
      "label": "Minimum dimension",
      "value": "14'-1\" MIN.",
      "unit": "",
      "appliesTo": "Lower-right clearance area"
    },
    {
      "label": "Dimension",
      "value": "36'-4\"",
      "unit": "",
      "appliesTo": "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN"
    },
    {
      "label": "Total length of bridge",
      "value": "192'-0\"",
      "unit": "",
      "appliesTo": "Bridge"
    },
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "Bridge"
    },
    {
      "label": "Span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "Bridge"
    },
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "Bridge"
    }
  ],
  "notes": [
    "TEMPORARY SHORING AS NECESSARY, TYP.",
    "TO BE REMOVED",
    "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN",
    "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN"
  ],
  "labels": [
    "PLAN",
    "℄ FUTURE ACCESS ROAD",
    "℄ FUTURE TRACK",
    "℄ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "POINT OF MIN. VERT. CLEARANCE",
    "FUTURE POINT OF MIN. VERT. CLEARANCE",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "TO US 25/SR 121",
    "TO GA HIGHWAY 23",
    "AHEAD",
    "TO PERKINS",
    "END BRIDGE",
    "N.",
    "LOCATION",
    "LEFT BRI"
  ],
  "description": "This crop is a plan view of two parallel, skewed bridge outlines crossing the Central of Georgia Railroad Company existing track and SR 21 alignment. It documents bent locations 1L through 4L and 1R through 4R, wall front-face references, bridge geometry, stations, skew angles, clearances, and overall/span lengths."
}

p01_r01Plan

  • BentBENT 1L×1line/axisB.F.P.R. BENT 1L is called out at the west end of the upper bridge.
  • BentBENT 2L×1line/axis
  • BentBENT 3L×1line/axis
  • BentBENT 4L×1line/axisB.F.P.R. BENT 4L is called out at the east end of the upper bridge.
  • BentBENT 1R×1line/axisB.F.P.R. BENT 1R is called out at the west end of the lower bridge.
  • BentBENT 2R×1line/axis
  • BentBENT 3R×1line/axis
  • BentBENT 4R×1line/axisB.F.P.R. BENT 4R is called out at the east end of the lower bridge.

12'-1" MIN. Minimum dimension74'-7 5/16" DimensionN. 2°-23'-16.7" E Bearing75'-10 15/16" Dimension1'-9 1/2" Dimension6'-0" Dimension6'-0" Dimension40'-0" Width+30 more

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

  • bentAll bents are stated to be parallel to the railway company centerline.

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

  • bentBENT 1L×1skewed transverse support lineOnly the B.F.P.R. reference is shown.
  • bentBENT 2L×1skewed transverse line
  • bentBENT 3L×1skewed transverse line
  • bentBENT 4L×1skewed transverse support lineOnly the B.F.P.R. reference is shown.
  • bentBENT 1R×1skewed transverse support lineOnly the B.F.P.R. reference is shown.
  • bentBENT 2R×1skewed transverse line
  • bentBENT 3R×1skewed transverse line
  • bentBENT 4R×1skewed transverse support lineOnly the B.F.P.R. reference is shown.

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_r06 bent elevations

page 1 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p01_r06_bent_elevations
Original
p01_r06 bent elevations
{
  "view": "Table",
  "objects": [
    {
      "name": "bridge bent",
      "tag": "BENT 1",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    }
  ],
  "measurements": [
    {
      "label": "STATION",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 1"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.76",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 1"
    },
    {
      "label": "STATION",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 2"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.50",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 2"
    },
    {
      "label": "STATION",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 3"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.59",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 3"
    },
    {
      "label": "STATION",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 4"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.96",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 4"
    },
    {
      "label": "STATION",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 1"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.60",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 1"
    },
    {
      "label": "STATION",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 2"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.42",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 2"
    },
    {
      "label": "STATION",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 3"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.61",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 3"
    },
    {
      "label": "STATION",
      "value": "19+11.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 4"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.05",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 4"
    }
  ],
  "notes": [],
  "labels": [
    "BENT ELEVATIONS **",
    "LOCATION",
    "BENT NO.",
    "STATION",
    "PGL ELEV.",
    "LEFT BRIDGE",
    "RIGHT BRIDGE"
  ],
  "description": "This crop is a bent-elevations table for the left and right bridges. It lists stations and PGL elevations for Bents 1 through 4 of each bridge; no bent geometry, materials, or quantities are shown."
}

p01_r06 bent elevationsTable

  • bridge bentBENT 1×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
  • bridge bentBENT 2×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
  • bridge bentBENT 3×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
  • bridge bentBENT 4×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.

17+26.35 STATION189.76 PGL ELEV.17+81.35 STATION190.50 PGL ELEV.18+63.35 STATION190.59 PGL ELEV.19+18.35 STATION189.96 PGL ELEV.+8 more

crop

p01_r07 table of bent stations and pgl elevations

page 1 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p01_r07_table_of_bent_stations_and_pgl_elevations
Original
p01_r07 table of bent stations and pgl elevations
{
  "view": "Table",
  "objects": [
    {
      "name": "bent",
      "tag": "BENT 1",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Listed once in each of two bridge table groups; bridge identification is cropped."
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Listed once in each of two bridge table groups; bridge identification is cropped."
    },
    {
      "name": "bent",
      "tag": "BENT 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Listed once in each of two bridge table groups; bridge identification is cropped."
    },
    {
      "name": "bent",
      "tag": "BENT 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Listed once in each of two bridge table groups; bridge identification is cropped."
    }
  ],
  "measurements": [
    {
      "label": "STATION",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "BENT 1 (upper table group)"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.76",
      "unit": "",
      "appliesTo": "BENT 1 (upper table group)"
    },
    {
      "label": "STATION",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "BENT 2 (upper table group)"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.50",
      "unit": "",
      "appliesTo": "BENT 2 (upper table group)"
    },
    {
      "label": "STATION",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": "BENT 3 (upper table group)"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.59",
      "unit": "",
      "appliesTo": "BENT 3 (upper table group)"
    },
    {
      "label": "STATION",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "BENT 4 (upper table group)"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.96",
      "unit": "",
      "appliesTo": "BENT 4 (upper table group)"
    },
    {
      "label": "STATION",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "BENT 1 (lower table group)"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.60",
      "unit": "",
      "appliesTo": "BENT 1 (lower table group)"
    },
    {
      "label": "STATION",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "BENT 2 (lower table group)"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.42",
      "unit": "",
      "appliesTo": "BENT 2 (lower table group)"
    },
    {
      "label": "STATION",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "BENT 3 (lower table group)"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.61",
      "unit": "",
      "appliesTo": "BENT 3 (lower table group)"
    },
    {
      "label": "STATION",
      "value": "19+11.65",
      "unit": "",
      "appliesTo": "BENT 4 (lower table group)"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.05",
      "unit": "",
      "appliesTo": "BENT 4 (lower table group)"
    }
  ],
  "notes": [],
  "labels": [
    "BENT ELEVATIONS **",
    "CATION (partial)",
    "BENT NO.",
    "STATION",
    "PGL ELEV.",
    "T BRIDGE (partial)",
    "T BRIDGE (partial)"
  ],
  "description": "This crop is a bent-elevations table. It lists Bents 1 through 4 for two bridge groups whose identifying text is cropped, with station and PGL elevation values for each bent."
}

p01_r07 table of bent stations and pgl elevationsTable

  • bentBENT 1×2Listed once in each of two bridge table groups; bridge identification is cropped.
  • bentBENT 2×2Listed once in each of two bridge table groups; bridge identification is cropped.
  • bentBENT 3×2Listed once in each of two bridge table groups; bridge identification is cropped.
  • bentBENT 4×2Listed once in each of two bridge table groups; bridge identification is cropped.

17+26.35 STATION189.76 PGL ELEV.17+81.35 STATION190.50 PGL ELEV.18+63.35 STATION190.59 PGL ELEV.19+18.35 STATION189.96 PGL ELEV.+8 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

  • B.F.P.R. bentB.F.P.R. BENT 1×1vertical wall/pier lineCircled reference 1 shown below.
  • bentBENT 2×1vertical pier with rectangular capCircled reference 2 shown below; pile-supported foundation is shown.
  • bentBENT 3×1vertical pier with rectangular capCircled reference 3 shown below; pile-supported foundation is shown.
  • B.F.P.R. bentB.F.P.R. BENT 4×1vertical wall/pier lineCircled reference 4 shown below.

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 bentBENT 2×1rectangular cap with single rectangular columnShown with a pile cap and three visible piles.
  • bridge bentBENT 3×1rectangular cap with single rectangular columnShown with a pile cap and three visible piles.
  • bent/bridge supportB.F.P.R. BENT 1×1vertical support at bridge endSupport is adjacent to the front face of Wall No. 1.
  • bent/bridge supportB.F.P.R. BENT 4×1vertical support at bridge endSupport is adjacent to the front face of Wall No. 2.

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

Page 2

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p02_r01

page 2 · bridge_composition_summary_p02_r01
Original
p02_r01
{
  "view": "Notes",
  "objects": [
    {
      "name": "AASHTO Type II PSC beam spans",
      "tag": "",
      "shape": "",
      "material": "prestressed concrete",
      "count": 2,
      "note": "55'-0\" spans; special design."
    },
    {
      "name": "AASHTO Type III PSC beam span",
      "tag": "",
      "shape": "",
      "material": "prestressed concrete",
      "count": 1,
      "note": "82'-0\" span; special design."
    },
    {
      "name": "steel H pile end bents with MSE wall abutments",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "concrete intermediate bents",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "end post and guardrail attachment detail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Referenced to GA. STD. 3054 (9-30-02)."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced to GA. STD. 9031N (8-13-85)."
    },
    {
      "name": "reinforcement bar bending details",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced to GA. STD. 3901 (8-69)."
    }
  ],
  "measurements": [
    {
      "label": "quantity of AASHTO Type II PSC beam spans",
      "value": "2",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam spans"
    },
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "AASHTO Type II PSC beam spans"
    },
    {
      "label": "quantity of AASHTO Type III PSC beam span",
      "value": "1",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "ft-in",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "quantity of steel H pile end bents with MSE wall abutments",
      "value": "2",
      "unit": "",
      "appliesTo": "steel H pile end bents with MSE wall abutments"
    },
    {
      "label": "quantity of concrete intermediate bents",
      "value": "2",
      "unit": "",
      "appliesTo": "concrete intermediate bents"
    },
    {
      "label": "quantity of end post and guardrail attachment details",
      "value": "4",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "length",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "width",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "length",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "width",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail"
    }
  ],
  "notes": [
    "2 - 55'-0\" AASHTO TYPE II PSC BEAM SPANS ---------------- SPECIAL DESIGN",
    "1 - 82'-0\" AASHTO TYPE III PSC BEAM SPAN ---------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS ----------- SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS ------------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL -------- GA. STD. 3054 (9-30-02)",
    "(L = 4'-3\"; W = 1'-1\"; H = 3'-6\")",
    "(L = 4'-6\"; W = 1'-1\"; H = 3'-6\")",
    "BAR BENDING DETAILS ------------------------ GA. STD. 3901 (8-69)",
    "CHAIN LINK WIRE FENCE ------------------- GA. STD. 9031N (8-13-85)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE ----------------GA. STD. 9037 (9-99)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF"
  ],
  "description": "This crop is a bridge-composition note block headed “EACH BRIDGE CONSISTS OF.” It lists the bridge span arrangement, end and intermediate bent types, end-post/guardrail details, and referenced standard details for bar bending, chain link fence, and fill at the end of bridge."
}

p02_r01Notes

  • concrete intermediate bents×2concreteSpecial design.

2 quantity of AASHTO Type II PSC beam spans55'-0" ft-in span length1 quantity of AASHTO Type III PSC beam span82'-0" ft-in span length2 quantity of steel H pile end bents with MSE wall abutments2 quantity of concrete intermediate bents4 quantity of end post and guardrail attachment details4'-3" ft-in length+5 more

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p02_r04

page 2 · bridge_span_composition_list_p02_r04
Original
p02_r04
{
  "view": "Schedule",
  "objects": [
    {
      "name": "AASHTO Type II PSC beam span",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": 2,
      "note": "55'-0\" spans; special design."
    },
    {
      "name": "AASHTO Type III PSC beam span",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": 1,
      "note": "82'-0\" span; special design."
    },
    {
      "name": "steel H-pile end bent",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 2,
      "note": "With MSE wall abutments; special design."
    },
    {
      "name": "MSE wall abutment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Associated with steel H-pile end bents; special design."
    },
    {
      "name": "concrete intermediate bent",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "end post and guardrail attachment detail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Referenced to GA. STD. 3054 (9-30-02)."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced to GA. STD. 9031N (8-13-85)."
    }
  ],
  "measurements": [
    {
      "label": "Quantity of AASHTO Type II PSC beam spans",
      "value": "2",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam span"
    },
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam span"
    },
    {
      "label": "Quantity of AASHTO Type III PSC beam spans",
      "value": "1",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "Span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "Quantity of steel H pile end bents with MSE wall abutments",
      "value": "2",
      "unit": "",
      "appliesTo": "steel H pile end bent / MSE wall abutment"
    },
    {
      "label": "Quantity of concrete intermediate bents",
      "value": "2",
      "unit": "",
      "appliesTo": "concrete intermediate bent"
    },
    {
      "label": "Quantity of end post and guardrail attachment details",
      "value": "4",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Length",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Length",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    }
  ],
  "notes": [
    "2 - 55'-0” AASHTO TYPE II PSC BEAM SPANS ---------------- SPECIAL DESIGN",
    "1 - 82'-0” AASHTO TYPE III PSC BEAM SPAN ----------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS -------- SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS -------------------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL ---------- GA. STD. 3054 (9-30-02)",
    "(L = 4'-3”; W = 1'-1”; H = 3'-6”)",
    "(L = 4'-6”; W = 1'-1”; H = 3'-6”)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF",
    "BAR BENDING DETAILS --------------------------- GA. STD. 3901 (8-69)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE -------------GA. STD. 9037 (9-99)"
  ],
  "description": "This crop is a bridge composition schedule headed “EACH BRIDGE CONSISTS OF.” It lists the bridge span arrangement, end and intermediate bents, MSE wall abutments, guardrail end-post attachment details, and references to standard details including fence, bar bending, and typical fill at the end of bridge."
}

p02_r04Schedule

  • concrete intermediate bent×2concreteSpecial design.

2 Quantity of AASHTO Type II PSC beam spans55'-0" Span length1 Quantity of AASHTO Type III PSC beam spans82'-0" Span length2 Quantity of steel H pile end bents with MSE wall abutments2 Quantity of concrete intermediate bents4 Quantity of end post and guardrail attachment details4'-3" Length+5 more

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p02_r09

page 2 · fill_settlement_and_pile_driving_note_for_end_bents_p02_r09
Original
p02_r09
{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Piles driven at Bents 1 and 4; also referenced at end bents."
    },
    {
      "name": "bents",
      "tag": "BENTS 1 AND 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced in fill-settlement note."
    },
    {
      "name": "mechanically stabilized earth walls",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in conjunction with pile protection requirements."
    },
    {
      "name": "wall leveling pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be constructed after piles at end bents are driven."
    }
  ],
  "measurements": [],
  "notes": [
    "FILL SETTLEMENT - PROTECT PILES DRIVEN AT BENTS 1 AND 4 FROM NEGATIVE SKIN FRICTION WHEN USED IN CONJUNCTION WITH MECHANICALLY STABILIZED EARTH WALLS, SEE SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS. DRIVE PILES AT END BENTS BEFORE WALL LEVELING PADS ARE CONSTRUCTED."
  ],
  "labels": [],
  "description": "This crop is a structural note concerning fill settlement and negative skin friction on piles at Bents 1 and 4. It directs pile-driving sequencing at end bents relative to construction of wall leveling pads and references Georgia DOT Specifications Section 551."
}

p02_r09Notes

  • bentsBENTS 1 AND 4×2Referenced in fill-settlement note.
crop

p02_r01 typical fill detail at end of bridge ga

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r01_typical_fill_detail_at_end_of_bridge_ga
Original
p02_r01 typical fill detail at end of bridge ga
{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam span",
      "tag": "AASHTO TYPE II",
      "shape": "beam",
      "material": "prestressed concrete",
      "count": 2,
      "note": "55'-0\" spans; special design."
    },
    {
      "name": "PSC beam span",
      "tag": "AASHTO TYPE III",
      "shape": "beam",
      "material": "prestressed concrete",
      "count": 1,
      "note": "82'-0\" span; special design."
    },
    {
      "name": "end bent",
      "tag": "",
      "shape": "H-section pile bent",
      "material": "structural steel",
      "count": 2,
      "note": "Steel H pile end bents with MSE wall abutments; special design."
    },
    {
      "name": "MSE wall abutment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Associated with steel H pile end bents; special design."
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "end post and guardrail attachment detail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "GA. STD. 3054 (9-30-02)."
    },
    {
      "name": "reinforcement bar bending details",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "GA. STD. 3901 (8-69)."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "GA. STD. 9031N (8-13-85)."
    },
    {
      "name": "fill at end of bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical fill detail; GA. STD. 9037 (9-99)."
    }
  ],
  "measurements": [
    {
      "label": "PSC beam span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO TYPE II"
    },
    {
      "label": "PSC beam span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO TYPE III"
    },
    {
      "label": "Length",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Length",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    }
  ],
  "notes": [
    "2 - 55'-0\" AASHTO TYPE II PSC BEAM SPANS -------------------- SPECIAL DESIGN",
    "1 - 82'-0\" AASHTO TYPE III PSC BEAM SPAN --------------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS ------------ SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS ------------------------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL -------- GA. STD. 3054 (9-30-02)",
    "{L = 4'-3\"; W = 1'-1\"; H = 3'-6\"}",
    "{L = 4'-6\"; W = 1'-1\"; H = 3'-6\"}",
    "BAR BENDING DETAILS ----------------------------- GA. STD. 3901 (8-69)",
    "CHAIN LINK WIRE FENCE ---------------------------- GA. STD. 9031N (8-13-85)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE --------------GA. STD. 9037 (9-99)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF",
    "SPECIAL DESIGN",
    "GA. STD. 3054 (9-30-02)",
    "GA. STD. 3901 (8-69)",
    "GA. STD. 9031N (8-13-85)",
    "GA. STD. 9037 (9-99)"
  ],
  "description": "This crop is a bridge composition note block listing the span arrangement, bents, abutments, and associated standard details for each bridge. It documents two 55'-0\" Type II PSC spans, one 82'-0\" Type III PSC span, two steel H-pile end bents with MSE wall abutments, and two concrete intermediate bents."
}

p02_r01 typical fill detail at end of bridge gaNotes

  • intermediate bent×2concreteSpecial design.

55'-0" PSC beam span length82'-0" PSC beam span length4'-3" Length1'-1" Width3'-6" Height4'-6" Length1'-1" Width3'-6" Height

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p02_r04 list of beam spans bents and standard details

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r04_list_of_beam_spans_bents_and_standard_details
Original
p02_r04 list of beam spans bents and standard details
{
  "view": "Notes",
  "objects": [
    {
      "name": "AASHTO Type II PSC beam span",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "AASHTO Type III PSC beam span",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": 1,
      "note": "Special design."
    },
    {
      "name": "steel H-pile end bent",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 2,
      "note": "With MSE wall abutments; special design."
    },
    {
      "name": "MSE wall abutment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Associated with the two steel H-pile end bents; special design."
    },
    {
      "name": "concrete intermediate bent",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design."
    },
    {
      "name": "end post and guardrail attachment detail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Referenced to GA. STD. 3054 (9-30-02)."
    }
  ],
  "measurements": [
    {
      "label": "AASHTO Type II PSC beam span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam span"
    },
    {
      "label": "AASHTO Type III PSC beam span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "End post and guardrail attachment detail length",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail length",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    }
  ],
  "notes": [
    "EACH BRIDGE CONSISTS OF",
    "2 - 55'-0\" AASHTO TYPE II PSC BEAM SPANS ---------------- SPECIAL DESIGN",
    "1 - 82'-0\" AASHTO TYPE III PSC BEAM SPAN ---------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS ---------------- SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS ---------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL ---------------- GA. STD. 3054 (9-30-02)",
    "(L = 4'-3\"; W = 1'-1\"; H = 3'-6\")",
    "(L = 4'-6\"; W = 1'-1\"; H = 3'-6\")"
  ],
  "labels": [
    "BAR BENDING DETAILS ---------------- GA. STD. 3901 (8-69)",
    "CHAIN LINK WIRE FENCE ---------------- GA. STD. 9031N (8-13-85)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE ---------------- GA. STD. 9037 (9-99)"
  ],
  "description": "This crop is a bridge composition note block listing the spans, end bents, intermediate bents, and end-post/guardrail attachment details for each bridge. It also references standard details for bar bending, chain link wire fence, and fill at the end of bridge."
}

p02_r04 list of beam spans bents and standard detailsNotes

  • concrete intermediate bent×2concreteSpecial design.

55'-0" AASHTO Type II PSC beam span length82'-0" AASHTO Type III PSC beam span length4'-3" End post and guardrail attachment detail length1'-1" End post and guardrail attachment detail width3'-6" End post and guardrail attachment detail height4'-6" End post and guardrail attachment detail length1'-1" End post and guardrail attachment detail width3'-6" End post and guardrail attachment detail height

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p02_r09 notes

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r09_notes
Original
p02_r09 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Piles driven at Bents 1 and 4 and at end bents are referenced."
    },
    {
      "name": "bents",
      "tag": "BENTS 1 AND 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced in fill-settlement note."
    },
    {
      "name": "mechanically stabilized earth walls",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in conjunction with negative skin friction protection."
    },
    {
      "name": "wall leveling pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be constructed after piles at end bents are driven."
    }
  ],
  "measurements": [],
  "notes": [
    "FILL SETTLEMENT - PROTECT PILES DRIVEN AT BENTS 1 AND 4 FROM NEGATIVE SKIN FRICTION WHEN USED IN CONJUNCTION WITH MECHANICALLY STABILIZED EARTH WALLS, SEE SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS. DRIVE PILES AT END BENTS BEFORE WALL LEVELING PADS ARE CONSTRUCTED."
  ],
  "labels": [
    "SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS"
  ],
  "description": "This crop contains a fill-settlement construction note. It directs protection of piles at Bents 1 and 4 from negative skin friction where mechanically stabilized earth walls are used, and gives pile-driving sequencing at end bents."
}

p02_r09 notesNotes

  • bentsBENTS 1 AND 4×2Referenced in fill-settlement note.
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p02_r11 left column list of specification and construction notes

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r11_left_column_list_of_specification_and_construction_notes
Original
p02_r11 left column list of specification and construction notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Place and tie; do not weld. Maintain minimum clearance as noted."
    },
    {
      "name": "exposed concrete edges",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Chamfer all exposed edges unless otherwise noted."
    },
    {
      "name": "railroad side ditches",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Clean before construction and maintain free of silt and debris until final acceptance."
    },
    {
      "name": "protective platforms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Provide at this site."
    },
    {
      "name": "temporary shoring",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Include cost as necessary for bridge construction in the overall bid."
    },
    {
      "name": "foundation backfill material",
      "tag": "BENTS 2",
      "shape": "",
      "material": "Type II foundation backfill material",
      "count": null,
      "note": "Place under each footing at Bents 2; use may be eliminated by the Engineer if the footing area is dry."
    },
    {
      "name": "footings",
      "tag": "BENTS 2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Foundation backfill material is specified under each footing."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Driving resistance, dynamic pile testing, and wave equation analysis are specified."
    },
    {
      "name": "bridge bents",
      "tag": "BRIDGE LEFT BENT 1 RIGHT; BRIDGE LEFT BENT 3 LEFT; BRIDGE RIGHT BENT 2 RIGHT; BRIDGE RIGHT BENT 4 RIGHT",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Dynamic pile testing is required at the listed bent locations."
    }
  ],
  "measurements": [
    {
      "label": "Georgia Standard Specifications edition",
      "value": "2021",
      "unit": "EDITION",
      "appliesTo": ""
    },
    {
      "label": "Supplemental specifications year",
      "value": "2024",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Minimum reinforcement clearance",
      "value": "2",
      "unit": "INCH",
      "appliesTo": "reinforcing steel"
    },
    {
      "label": "Chamfer size",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "exposed concrete edges"
    },
    {
      "label": "Foundation backfill thickness",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "foundation backfill material"
    },
    {
      "label": "Foundation footing plan-dimension addition",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "foundation backfill material"
    },
    {
      "label": "Notification/submittal period before driving piles",
      "value": "TWO",
      "unit": "WEEKS",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024 SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.",
    "REINFORCING STEEL - PLACE AND TIE ALL REINFORCING STEEL IN ACCORDANCE WITH THE GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFORCING STEEL. MAINTAIN 2 INCH MINIMUM CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4\" UNLESS OTHERWISE NOTED.",
    "RAILROAD SIDE DITCHES - PRIOR TO THE BEGINNING OF CONSTRUCTION, CLEAN THE RAILROAD SIDE DITCHES IN THE CONSTRUCTION AREA IN SUCH A MANNER AS TO PROVIDE POSITIVE DRAINAGE. MAINTAIN THE RAILROAD SIDE DITCHES FREE OF SILT AND DEBRIS UNTIL FINAL ACCEPTANCE. SEE ROADWAY PLANS FOR EROSION CONTROL AND PAYMENT.",
    "PROTECTIVE PLATFORMS - PROVIDE PROTECTIVE PLATFORMS AT THIS SITE, SEE SECTION 510 OF THE GEORGIA DOT SPECIFICATIONS. MAINTAIN A MINIMUM VERTICAL CLEARANCE AS DEFINED IN THE CONSTRUCTION CLEARANCE DIAGRAM.",
    "TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.",
    "WAITING PERIOD - NONE REQUIRED.",
    "FOUNDATION BACKFILL MATERIAL - PLACE 1'-0\" OF TYPE II FOUNDATION BACKFILL MATERIAL UNDER EACH FOOTING AT BENTS 2, AND. THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2'-0\" . USE OF THIS MATERIAL MAY BE ELIMINATED BY THE ENGINEER IF THE FOOTING AREA IS DRY.",
    "PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS.",
    "DRIVING RESISTANCE - DETERMINE DRIVING RESISTANCE FOR PILES USING DYNAMIC PILE TESTING IN ACCORDANCE WITH SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT SPECIFICATIONS. DYNAMIC PILE TESTING SHALL BE REQUIRED AT BRIDGE LEFT BENT 1 RIGHT, BRIDGE LEFT BENT 3 LEFT, BRIDGE RIGHT BENT 2 RIGHT AND BRIDGE RIGHT BENT 4 RIGHT.",
    "DYNAMIC PILE TESTING - PERFORM PILE TESTING USING THE PILE DRIVING ANALYZER (PDA) IN ACCORDANCE WITH SPECIAL PROVISION SECTION 523. NOTIFY THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SUBMIT ALL FILES REQUIRED BY SPECIAL PROVISION TO THE EMAIL ABOVE FOR REVIEW AND APPROVAL.",
    "WAVE EQUATION - PERFORM WAVE EQUATION ANALYSIS (WEAP) IN ACCORDANCE WITH SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT SPECIFICATION. PROVIDE RESULTS OF THE WEAP TO THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV FOR REVIEW AND APPROVAL TWO WEEKS PRIOR TO DRIVING PILES."
  ],
  "labels": [
    "GENERAL NOTES"
  ],
  "description": "This crop is a General Notes block for bridge construction. It documents specification requirements, reinforcement and concrete edge treatment, drainage and protective-platform requirements, footing backfill, shoring, and pile-driving/testing requirements."
}

p02_r11 left column list of specification and construction notesNotes

  • bridge bentsBRIDGE LEFT BENT 1 RIGHT; BRIDGE LEFT BENT 3 LEFT; BRIDGE RIGHT BENT 2 RIGHT; BRIDGE RIGHT BENT 4 RIGHT×4Dynamic pile testing is required at the listed bent locations.

2021 EDITION Georgia Standard Specifications edition2024 Supplemental specifications year2 INCH Minimum reinforcement clearance3/4" Chamfer size1'-0" Foundation backfill thickness2'-0" Foundation footing plan-dimension additionTWO WEEKS Notification/submittal period before driving piles

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p02_r13 standard plan modification

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r13_standard_plan_modification
Original
p02_r13 standard plan modification
{
  "view": "Notes",
  "objects": [
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in standard modification and payment."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Between approach slab and back face paving rest/end post; continuous around end post at end bent."
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as back face paving rest."
    },
    {
      "name": "End post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Expansion joint is to be continuous around end post at end bent."
    },
    {
      "name": "Bent",
      "tag": "BENT 1 AND 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Expansion-joint dimension revised at these bents."
    },
    {
      "name": "End bent",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Expansion joint to remain continuous around end post."
    },
    {
      "name": "Approach slab pavement",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "See roadway plans."
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint shown between the approach slab and the back face paving rest and end post",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Expansion joint at Bent 1 and 4",
      "value": "1 3/8\"",
      "unit": "",
      "appliesTo": "BENT 1 AND 4"
    }
  ],
  "notes": [
    "STANDARD PLAN MODIFICATION - MODIFY THE APPROACH SLAB STANDARD TO INCREASE THE 3/4” EXPANSION JOINT SHOWN BETWEEN THE APPROACH SLAB AND THE BACK FACE PAVING REST AND END POST TO 1 3/8” AT BENT 1 AND 4.",
    "KEEP THE EXPANSION JOINT AT END BENT CONTINUOUS AROUND END POST.",
    "INCLUDE COST OF JOINT IN APPROACH SLAB PAYMENT.",
    "SEE ROADWAY PLANS FOR APPROACH SLAB PAVEMENT."
  ],
  "labels": [],
  "description": "This crop is a standard plan modification note for an approach slab expansion joint. It directs an increased joint width at Bent 1 and 4 and retains a continuous joint around the end post at the end bent."
}

p02_r13 standard plan modificationNotes

  • BentBENT 1 AND 4×2Expansion-joint dimension revised at these bents.

3/4" Expansion joint shown between the approach slab and the back face paving rest and end post1 3/8" Expansion joint at Bent 1 and 4

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p02_r20 general notes

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r20_general_notes
Original
p02_r20 general notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "protective platforms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided at this site."
    },
    {
      "name": "temporary shoring",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "As necessary for bridge construction."
    },
    {
      "name": "foundation backfill material",
      "tag": "",
      "shape": "",
      "material": "Type II foundation backfill material",
      "count": null,
      "note": "Placed under each footing at Bents 2; text following “AND.” is as printed."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in foundation backfill note."
    },
    {
      "name": "bent",
      "tag": "2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in foundation backfill note."
    }
  ],
  "measurements": [
    {
      "label": "Foundation backfill thickness",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "foundation backfill material"
    },
    {
      "label": "Plan footing dimensions allowance",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "foundation backfill material"
    }
  ],
  "notes": [
    "PROTECTIVE PLATFORMS - PROVIDE PROTECTIVE PLATFORMS AT THIS SITE, SEE SECTION 510 OF THE GEORGIA DOT SPECIFICATIONS. MAINTAIN A MINIMUM VERTICAL CLEARANCE AS DEFINED IN THE CONSTRUCTION CLEARANCE DIAGRAM.",
    "TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.",
    "WAITING PERIOD - NONE REQUIRED.",
    "FOUNDATION BACKFILL MATERIAL - PLACE 1'-0\" OF TYPE II FOUNDATION BACKFILL MATERIAL UNDER EACH FOOTING AT BENTS 2, AND. THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2'-0\". USE OF THIS MATERIAL MAY BE ELIMINATED BY THE ENGINEER IF THE FOOTING AREA IS DRY.",
    "PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS."
  ],
  "labels": [],
  "description": "This crop is a block of bridge construction notes. It addresses protective platforms, temporary shoring, waiting period, foundation backfill beneath footings at Bent 2, and the plan driving objective."
}

p02_r20 general notesNotes

  • bent2Referenced in foundation backfill note.

1'-0" Foundation backfill thickness2'-0" Plan footing dimensions allowance

Page 3

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p03_r01 existing track alignment

page 3 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p03_r01_existing_track_alignment
Original
p03_r01 existing track alignment
{
  "view": "Plan",
  "objects": [
    {
      "name": "left bridge limits",
      "tag": "",
      "shape": "dashed rectangular outline",
      "material": "",
      "count": 1,
      "note": "Shown as LIMITS OF LEFT BRIDGE."
    },
    {
      "name": "right bridge limits",
      "tag": "",
      "shape": "dashed rectangular outline",
      "material": "",
      "count": 1,
      "note": "Shown as LIMITS OF RIGHT BRIDGE."
    },
    {
      "name": "existing railroad track",
      "tag": "",
      "shape": "parallel linear track lines",
      "material": "",
      "count": 1,
      "note": "Central of Georgia Railroad Company existing track."
    },
    {
      "name": "future access road alignment",
      "tag": "",
      "shape": "linear dashed alignment",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "future track alignment",
      "tag": "",
      "shape": "linear dashed alignment",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bridge bent reference point",
      "tag": "B.F.P.R. BENT 1L",
      "shape": "circular point symbol",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bridge bent reference point",
      "tag": "B.F.P.R. BENT 1R",
      "shape": "circular point symbol",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bridge bent reference point",
      "tag": "B.F.P.R. BENT 4L",
      "shape": "circular point symbol",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bridge bent reference point",
      "tag": "B.F.P.R. BENT 4R",
      "shape": "circular point symbol",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "station",
      "value": "305+50",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "station",
      "value": "305+00",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "station",
      "value": "304+50",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "station",
      "value": "304+00",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "station",
      "value": "303+50",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "station",
      "value": "303+00",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "station",
      "value": "302+50",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "station",
      "value": "302+00",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "bearing",
      "value": "N 2°-23'-16.7\" E",
      "unit": "",
      "appliesTo": "existing railroad track alignment"
    },
    {
      "label": "angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bridge / existing railroad track crossing"
    },
    {
      "label": "station",
      "value": "18+16.85",
      "unit": "",
      "appliesTo": "SR 21"
    },
    {
      "label": "station",
      "value": "303+80.83",
      "unit": "",
      "appliesTo": "Central of Georgia Railroad Company existing track"
    },
    {
      "label": "station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "BEGIN BRIDGE"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "SR 21"
    },
    {
      "label": "station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "END BRIDGE"
    },
    {
      "label": "angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1R"
    },
    {
      "label": "angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 4L"
    },
    {
      "label": "station",
      "value": "302+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "160.49",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "302+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "160.48",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "302+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "160.68",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "302+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "160.66",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "303+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "160.88",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "303+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "160.88",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "303+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.05",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "303+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.04",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "304+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.26",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "304+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.24",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "304+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.49",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "304+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.46",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "305+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.73",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "305+00.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.69",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "305+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.94",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "station",
      "value": "305+50.00",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    },
    {
      "label": "elevation",
      "value": "161.94",
      "unit": "",
      "appliesTo": "surveyed top of rail elevation table"
    }
  ],
  "notes": [
    "℄ FUTURE ACCESS ROAD",
    "℄ FUTURE TRACK",
    "℄ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "LIMITS OF LEFT BRIDGE",
    "TO US 25/SR 121",
    "BEGIN BRIDGE",
    "END BRIDGE",
    "LIMITS OF RIGHT BRIDGE",
    "TO GA HIGHWAY 23",
    "SURVEY DATED SEPTEMBER 18, 2024"
  ],
  "labels": [
    "AHEAD",
    "TO PERKINS",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "℄ SR 21",
    "RR R/W",
    "TO MILLEN",
    "EXISTING TRACK ALIGNMENT",
    "SURVEYED TOP OF RAIL ELEVATIONS",
    "ELEVATIONS ON EXISTING CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "STATION",
    "OFFSET",
    "ELEVATION",
    "N."
  ],
  "description": "This crop is an existing track alignment plan showing the SR 21 bridge crossing the Central of Georgia Railroad Company existing track. Dashed outlines identify the limits of the left and right bridges, with four B.F.P.R. bent reference points and begin/end bridge stations. A surveyed top-of-rail elevations table is shown at the lower right."
}

p03_r01 existing track alignmentPlan

  • bridge bent reference pointB.F.P.R. BENT 1L×1circular point symbol
  • bridge bent reference pointB.F.P.R. BENT 1R×1circular point symbol
  • bridge bent reference pointB.F.P.R. BENT 4L×1circular point symbol
  • bridge bent reference pointB.F.P.R. BENT 4R×1circular point symbol

305+50 station305+00 station304+50 station304+00 station303+50 station303+00 station302+50 station302+00 station+57 more

Page 4

crop

p04_r01 deck plan

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r01_deck_plan
Original
p04_r01 deck plan
{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge deck",
      "tag": "SPAN I",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan portions are shown on opposite sides of the construction centerline."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Beams 1–6 are shown in the upper portion and Beams 7–12 in the lower portion."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP. at the exterior edges."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Exterior endwalls are called out as 3'-0\" outside exterior beam and 1'-6\" at the opposite end."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "linear",
      "material": "concrete",
      "count": 4,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "fence post",
      "tag": "* / **",
      "shape": "point",
      "material": "",
      "count": null,
      "note": "Fence-post locations and spacing are indicated; individual post count cannot be reliably determined from the crop."
    },
    {
      "name": "bent",
      "tag": "B.F.P.R. BENT 1",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Bent line is shown in each deck-plan portion."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "SPAN I deck"
    },
    {
      "label": "deck-width divisions",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN I deck; shown three times"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts; shown repeatedly"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts; shown at exterior end locations"
    },
    {
      "label": "edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "deck edge / fence-post layout"
    },
    {
      "label": "fence-post end spacing",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence posts; shown in pairs"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet, TYP."
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck / B.F.P.R. BENT 1; TYP."
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm; TYP."
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam; TYP."
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "deck width gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "deck width out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "edge vertical dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck edge; shown repeatedly"
    },
    {
      "label": "end-post dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence-post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts; shown repeatedly"
    },
    {
      "label": "fence-post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence-post spacing",
      "value": "6'-8 13/16\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-4 5/16\"",
      "unit": "",
      "appliesTo": "upper center deck layout"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "upper center deck layout; shown twice"
    },
    {
      "label": "overall intermediate dimension",
      "value": "52'-2 13/16\"",
      "unit": "",
      "appliesTo": "upper center deck layout"
    },
    {
      "label": "overall intermediate dimension",
      "value": "51'-8 3/8\"",
      "unit": "",
      "appliesTo": "center deck layout"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-2 13/16\"",
      "unit": "",
      "appliesTo": "lower center deck layout; shown twice"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "lower center deck layout"
    },
    {
      "label": "end-post dimension",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence-post spacing",
      "value": "6'-2 3/8\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "vertical dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck layout; shown twice"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "construction centerline / deck layout"
    }
  ],
  "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": [
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "400A",
    "12-502A",
    "12-502B",
    "12-502C",
    "SPAN I",
    "DECK PLAN"
  ],
  "description": "This crop is a deck plan for Span I, showing two skewed deck-plan portions separated at the construction centerline of SR 21. It documents the beam layout, exterior edge beams and endwalls, diaphragms, paving rests, fence-post spacing, deck widths, skew geometry, and westbound/eastbound profile-grade-line references."
}

p04_r01 deck planPlan

  • bentB.F.P.R. BENT 1×2linearBent line is shown in each deck-plan portion.

55'-0" overall deck width18'-4" deck-width divisions9'-6" fence post spacing6'-6" fence post spacing1'-0" edge offset5'-0" fence-post end spacing3'-0" endwall outside exterior beam8" fillet+22 more

crop

p04_r06 notes of general notes

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r06_notes_of_general_notes
Original
p04_r06 notes of general notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location referenced to beam sheets."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Barrier and fence post dimensions are measured along inside face of barrier; expansion joints noted in barrier."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimensions measured along inside face of barrier."
    },
    {
      "name": "expansion joint",
      "tag": "*",
      "shape": "",
      "material": "",
      "count": null,
      "note": "1” expansion joint in barrier."
    },
    {
      "name": "expansion joint",
      "tag": "**",
      "shape": "",
      "material": "",
      "count": null,
      "note": "1” expansion joint in barrier and required construction joint in deck."
    },
    {
      "name": "construction joint",
      "tag": "**",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required in deck."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab over intermediate bents 2 and 3."
    },
    {
      "name": "reinforcement bar",
      "tag": "600",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Between each pair of 400 bars in top of slab over intermediate bents 2 and 3."
    },
    {
      "name": "reinforcement bar",
      "tag": "400",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as pairs in top of slab."
    },
    {
      "name": "intermediate bent",
      "tag": "2 and 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint width",
      "value": "1”",
      "unit": "",
      "appliesTo": "*"
    },
    {
      "label": "Expansion joint width",
      "value": "1”",
      "unit": "",
      "appliesTo": "**"
    },
    {
      "label": "Reinforcement bar quantity",
      "value": "2-600",
      "unit": "",
      "appliesTo": "600"
    },
    {
      "label": "Reinforcement bar length",
      "value": "10’-0” LONG",
      "unit": "",
      "appliesTo": "600"
    }
  ],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.",
    "* 3. [symbol] 1” EXPANSION JOINT IN BARRIER.",
    "** 4. [symbol] 1” EXPANSION JOINT IN BARRIER AND REQUIRED CONSTRUCTION JOINT IN DECK.",
    "ⓘ 5. 2-600 (10’-0” LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a notes block for bridge work. It provides diaphragm-location reference, barrier and fence-post dimensioning guidance, expansion/construction-joint requirements, and top-slab reinforcing information at intermediate bents 2 and 3."
}

p04_r06 notes of general notesNotes

  • intermediate bent2 and 3×2

1” Expansion joint width1” Expansion joint width2-600 Reinforcement bar quantity10’-0” LONG Reinforcement bar length

crop

p04_r06

page 4 · general_notes_p04_r06
Original
p04_r06
{
  "view": "Notes",
  "objects": [
    {
      "name": "Diaphragm",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location referenced on beam sheets."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Includes noted expansion joints; dimensions measured along inside face."
    },
    {
      "name": "Fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimensions measured along inside face of barrier."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "1” expansion joint noted in barrier; one note also requires a construction joint in deck."
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab over intermediate bents 2 and 3 is referenced."
    },
    {
      "name": "Intermediate bent",
      "tag": "2 and 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced in slab reinforcement note."
    },
    {
      "name": "400 bars",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Pairs of bars referenced in top-of-slab note."
    },
    {
      "name": "600 bars",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown as 2-600, 10'-0” long, between each pair of 400 bars."
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint width",
      "value": "1”",
      "unit": "",
      "appliesTo": "Barrier"
    },
    {
      "label": "Bar length",
      "value": "10'-0”",
      "unit": "",
      "appliesTo": "600 bars"
    },
    {
      "label": "Bar quantity/designation",
      "value": "2-600",
      "unit": "",
      "appliesTo": "600 bars"
    }
  ],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.",
    "* 3. [symbol] 1” EXPANSION JOINT IN BARRIER.",
    "** 4. [symbol] 1” EXPANSION JOINT IN BARRIER AND REQUIRED CONSTRUCTION JOINT IN DECK.",
    "ⓧ 5. 2-600 (10'-0” LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a bridge drawing notes block. It gives diaphragm-location, barrier and fence-post dimensioning, barrier expansion-joint, deck construction-joint, and top-of-slab reinforcement notes over intermediate bents 2 and 3."
}

p04_r06Notes

  • Intermediate bent2 and 3×2Referenced in slab reinforcement note.

1” Expansion joint width10'-0” Bar length2-600 Bar quantity/designation

Page 5

crop

p05_r05 notes of general construction notes

page 5 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p05_r05_notes_of_general_construction_notes
Original
p05_r05 notes of general construction notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for diaphragm location."
    },
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location referenced on beam sheets."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Barrier dimensions and expansion joints are noted."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimensions are measured along inside face of barrier."
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in barrier."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required in deck."
    },
    {
      "name": "deck 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": "reinforcement bars",
      "tag": "600",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Between each pair of 400 bars in top of slab over intermediate bents 2 and 3."
    },
    {
      "name": "reinforcement bars",
      "tag": "400",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Referenced as pairs."
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint in barrier",
      "value": "1″",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "Expansion joint in barrier",
      "value": "1″",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "600 bars length",
      "value": "10′-0″",
      "unit": "",
      "appliesTo": "600"
    },
    {
      "label": "600 bars quantity",
      "value": "2-600",
      "unit": "",
      "appliesTo": "600"
    }
  ],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.",
    "* 3. ℄ 1″ EXPANSION JOINT IN BARRIER.",
    "** 4. ℄ 1″ EXPANSION JOINT IN BARRIER AND REQUIRED CONSTRUCTION JOINT IN DECK.",
    "ⓐ 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": [
    "NOTES:"
  ],
  "description": "This crop is a notes block from a bridge drawing. It gives diaphragm-reference, barrier and fence-post dimensioning, barrier/deck joint, slab reinforcement, and reinforcement lap requirements."
}

p05_r05 notes of general construction notesNotes

  • intermediate bent2 and 3×2Referenced as intermediate bents.

1″ Expansion joint in barrier1″ Expansion joint in barrier10′-0″ 600 bars length2-600 600 bars quantity

crop

p05_r05

page 5 · general_construction_notes_p05_r05
Original
p05_r05
{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as “BEAM SHEETS” for diaphragm location."
    },
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location is referenced to beam sheets."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Notes address barrier dimensions and expansion joints."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimensions are measured along the inside face of barrier."
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Specified in barrier in Notes 3 and 4."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required in deck per Note 4."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab is referenced over intermediate bents 2 and 3."
    },
    {
      "name": "intermediate bent",
      "tag": "2 AND 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced in Note 5 only."
    },
    {
      "name": "reinforcement bars",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bar designations/quantities are partially unclear in Note 5; lap splices are addressed in Note 6."
    }
  ],
  "measurements": [
    {
      "label": "expansion joint width",
      "value": "½\"",
      "unit": "",
      "appliesTo": "barrier; Note 3"
    },
    {
      "label": "expansion joint width",
      "value": "½\"",
      "unit": "",
      "appliesTo": "barrier; Note 4"
    },
    {
      "label": "bar length",
      "value": "10'-0\"",
      "unit": "",
      "appliesTo": "reinforcement bars; Note 5"
    },
    {
      "label": "reinforcement notation/quantity as printed",
      "value": "2-600",
      "unit": "",
      "appliesTo": "reinforcement bars; Note 5"
    },
    {
      "label": "bar notation/quantity as printed",
      "value": "400",
      "unit": "",
      "appliesTo": "reinforcement bars; Note 5"
    }
  ],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.",
    "* 3. ½\" EXPANSION JOINT IN BARRIER.",
    "** 4. ½\" EXPANSION JOINT IN BARRIER AND REQUIRED CONSTRUCTION JOINT IN DECK.",
    "[circled *] 5. 2-600 (10'-0\" LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3.",
    "[two circled *] 6. LAP IN BARS SHALL BE STAGGERED AND ALTERNATED TO MAXIMIZE THE DISTANCE BETWEEN ADJACENT SPLICES."
  ],
  "labels": [
    "NOTES"
  ],
  "description": "This crop is a notes block containing six general bridge construction notes. It documents diaphragm-location referencing, barrier and fence-post dimensioning, barrier/deck joint requirements, and reinforcement placement and lap-splice requirements over intermediate bents 2 and 3."
}

p05_r05Notes

  • intermediate bent2 AND 3×2Referenced in Note 5 only.

½" expansion joint width½" expansion joint width10'-0" bar length2-600 reinforcement notation/quantity as printed400 bar notation/quantity as printed

Page 6

crop

p06_r01 deck plan span 3

page 6 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p06_r01_deck_plan_span_3
Original
p06_r01 deck plan span 3
{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "tapered rectangular plan area",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck plan areas are shown, separated at the PGL Westbound/Eastbound interface."
    },
    {
      "name": "beam",
      "tag": "BEAM 1",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 2",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 3",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 4",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 5",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 6",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 7",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 8",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 9",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 10",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 11",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as typical 1'-0\" edgebeam."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "linear",
      "material": "concrete",
      "count": null,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Both 1'-6\" endwall and 3'-0\" endwall outside exterior beam are called out."
    },
    {
      "name": "fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "8\" fillet, typical."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "circular symbol",
      "material": "",
      "count": null,
      "note": "Post locations and fence post spacing are shown around the deck edges."
    },
    {
      "name": "bent",
      "tag": "B.F.P.R. BENT 4",
      "shape": "linear reference",
      "material": "",
      "count": 1,
      "note": "Bent reference line shown in each deck area."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-2 3/8\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-8 3/16\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "beam spacing",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "BEAM 1 and BEAM 2; BEAM 11 and BEAM 12"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "fillet thickness",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "endwall dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "paving rest width",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "gutter dimension",
      "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": "central separation dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "upper intermediate overall width",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "upper deck area"
    },
    {
      "label": "upper width division",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "upper deck area"
    },
    {
      "label": "upper width division",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "upper deck area"
    },
    {
      "label": "construction centerline width",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "lower intermediate width division",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "lower deck area"
    },
    {
      "label": "lower intermediate width division",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "lower deck area"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "END POST"
    }
  ],
  "notes": [
    "1'-0\" EDGEBEAM, TYP.",
    "8\" FILLET, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "1'-6\" ENDWALL",
    "12\" PAVING REST"
  ],
  "labels": [
    "FENCE POST SPACING",
    "12-502A",
    "12-502B",
    "12-502C",
    "400A",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "81°-20'-05.0\", TYP.",
    "N 83°-43'-21.7\" E",
    "SPAN 3",
    "DECK PLAN",
    "*",
    "**"
  ],
  "description": "This crop is the SPAN 3 DECK PLAN for a bridge deck, showing two adjacent tapered deck plan areas associated with PGL WESTBOUND and PGL EASTBOUND. It identifies BEAM 1 through BEAM 12, deck edge geometry, fence-post locations and spacing, endwalls, paving rests, typical fillets, and concrete diaphragms at B.F.P.R. BENT 4."
}

p06_r01 deck plan span 3Plan

  • bentB.F.P.R. BENT 4×1linear referenceBent reference line shown in each deck area.

55'-0" overall deck width18'-4" deck width division6'-6" fence post spacing6'-2 3/8" fence post spacing6'-8 3/16" fence post spacing9'-6" fence post spacing8'-0" fence post spacing8'-9" fence post spacing+22 more

Page 7

crop

p07_r06 section thru slab at intermediate bent

page 7 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p07_r06_section_thru_slab_at_intermediate_bent
Original
p07_r06 section thru slab at intermediate bent
{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "slightly sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Shown over intermediate bents with reinforcing bars in the slab."
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "tapered pedestal/column with rectangular footing",
      "material": "",
      "count": 2,
      "note": "Only two bents are visible in this section fragment."
    },
    {
      "name": "reinforcement bars",
      "tag": "58-600",
      "shape": "longitudinal bars",
      "material": "",
      "count": 58,
      "note": "Callout identifies bars between each pair of 400 bars in top of slab over intermediate bents."
    },
    {
      "name": "top slab reinforcement bars",
      "tag": "400",
      "shape": "longitudinal bars",
      "material": "",
      "count": null,
      "note": "Referenced by the 58-600 bar callout; individual bars are not otherwise tagged or countable."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement bar quantity and spacing",
      "value": "58-600",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "top slab bar designation",
      "value": "400",
      "unit": "",
      "appliesTo": "top slab reinforcement bars"
    },
    {
      "label": "bars between each pair of 400 bars",
      "value": "2",
      "unit": "",
      "appliesTo": "58-600 deck slab reinforcement"
    }
  ],
  "notes": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [
    "SECTION THRU SLAB AT INTERMEDIATE BENT"
  ],
  "description": "This crop is a section through the bridge deck slab at intermediate bents. It shows the slab spanning over two visible tapered intermediate bent supports and a callout for 58-600 reinforcement located between pairs of 400 bars in the top of slab."
}

p07_r06 section thru slab at intermediate bentSection

  • intermediate bent×2tapered pedestal/column with rectangular footingOnly two bents are visible in this section fragment.

58-600 reinforcement bar quantity and spacing400 top slab bar designation2 bars between each pair of 400 bars

crop

p07_r07 deck slab cross section over intermediate bent

page 7 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p07_r07_deck_slab_cross_section_over_intermediate_bent
Original
p07_r07 deck slab cross section over intermediate bent
{
  "view": "Section",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular, slightly sloping longitudinal profile",
      "material": "",
      "count": 1,
      "note": "Shown spanning over intermediate bents."
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "pedestal base with tapered/haunched column",
      "material": "",
      "count": 2,
      "note": "Two bent supports are visible beneath the slab."
    },
    {
      "name": "parapet or barrier",
      "tag": "",
      "shape": "tapered vertical profile",
      "material": "",
      "count": 1,
      "note": "Visible at the left end of the slab."
    },
    {
      "name": "reinforcement bars",
      "tag": "58-600",
      "shape": "linear bars shown in slab",
      "material": "",
      "count": null,
      "note": "Callout indicates bars in the top of slab over intermediate bents."
    },
    {
      "name": "reinforcement bars",
      "tag": "400 BARS",
      "shape": "linear bars shown in slab",
      "material": "",
      "count": null,
      "note": "Referenced by the reinforcement callout."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement callout",
      "value": "58-600",
      "unit": "",
      "appliesTo": "58-600 reinforcement bars"
    },
    {
      "label": "quantity between each pair of 400 bars",
      "value": "2",
      "unit": "",
      "appliesTo": "58-600 reinforcement bars"
    },
    {
      "label": "bar reference",
      "value": "400",
      "unit": "BARS",
      "appliesTo": "400 BARS"
    }
  ],
  "notes": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [
    "SECTION THRU SLAB AT INTERMEDIATE BENT"
  ],
  "description": "This crop is a section through the bridge slab at intermediate bents. It shows the slab supported by two visible bent profiles, with a tapered parapet or barrier profile at the left and a reinforcement callout for the top of slab over intermediate bents."
}

p07_r07 deck slab cross section over intermediate bentSection

  • intermediate bent×2pedestal base with tapered/haunched columnTwo bent supports are visible beneath the slab.

58-600 reinforcement callout2 quantity between each pair of 400 bars400 BARS bar reference

Page 12

crop

p12_r03

page 12 · bearing_endwall_assembly_p12_r03
Original
p12_r03
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 1",
      "shape": "partial plan view",
      "material": "",
      "count": 1,
      "note": "BENT 1 SHOWN; BENT 4 noted as similar."
    },
    {
      "name": "Endwall",
      "tag": "B.F.P.P.R.",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Hatched endwall shown at the beam end."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Callout identifies bearing."
    },
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Callout identifies bearing pad."
    },
    {
      "name": "Beveled shim plate",
      "tag": "",
      "shape": "beveled",
      "material": "",
      "count": 1,
      "note": "Callout identifies beveled shim plate."
    },
    {
      "name": "Beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Beam is identified by callout."
    }
  ],
  "measurements": [
    {
      "label": "",
      "value": "1″",
      "unit": "",
      "appliesTo": "Bearing pad / beveled shim plate"
    }
  ],
  "notes": [
    "BEARING PAD =",
    "BEVELED SHIM PLATE",
    "BEARING",
    "BEAM",
    "B.F.P.P.R. ENDWALL"
  ],
  "labels": [
    "A",
    "PLAN",
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR"
  ],
  "description": "This crop is a plan view of the bearing endwall area for Bent 1. It shows an endwall, beam, bearing, bearing pad, and beveled shim plate arrangement; Bent 4 is indicated as similar."
}

p12_r03Plan

  • BentBENT 1×1partial plan viewBENT 1 SHOWN; BENT 4 noted as similar.

1″

Page 13

crop

p13_r02 plan of end bent 1 cap and pile spacing left side

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r02_plan_of_end_bent_1_cap_and_pile_spacing_left_side
Original
p13_r02 plan of end bent 1 cap and pile spacing left side
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap / bent",
      "tag": "BENT 1",
      "shape": "long rectangular",
      "material": "",
      "count": 1,
      "note": "Plan is identified as BENT 1 LEFT; B.F.P.R. is shown along the long face."
    },
    {
      "name": "beam",
      "tag": "BEAM 1–BEAM 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by six labeled beam centerlines crossing the bent."
    },
    {
      "name": "smooth dowel hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Four hole symbols are visible; callout states holes are typical for smooth dowels."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only partial pile/detail graphics are visible below the plan."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Partial lower-detail callout reads 4-#10 OVER EACH PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Partial lower-detail callout reads 2-#12."
    }
  ],
  "measurements": [
    {
      "label": "dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "distance between the two shown alignment reference lines"
    },
    {
      "label": "angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "SR 21 / bridge skew angle"
    },
    {
      "label": "station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "BEGIN BRIDGE, B.F.P.R. BENT 1"
    },
    {
      "label": "station",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL, ℄ BRG."
    },
    {
      "label": "angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bridge angle, TYP."
    },
    {
      "label": "dimension",
      "value": "15'-4¾\"",
      "unit": "",
      "appliesTo": "left end of bent"
    },
    {
      "label": "dimension",
      "value": "2'-9⅜\"",
      "unit": "",
      "appliesTo": "shown offset at left-center portion of bent"
    },
    {
      "label": "dimension",
      "value": "2¾\"",
      "unit": "",
      "appliesTo": "shown spacing, TYP."
    },
    {
      "label": "dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "outer offset from bent end to beam centerline; shown at both ends"
    },
    {
      "label": "spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "beam centerline spacing; repeated between shown beams"
    },
    {
      "label": "dimension",
      "value": "6'-10½\"",
      "unit": "",
      "appliesTo": "left end-to-beam-centerline layout dimension"
    },
    {
      "label": "dimension",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "beam layout dimension; repeated"
    },
    {
      "label": "dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "right beam-centerline-to-end layout dimension"
    },
    {
      "label": "dimension",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "overall bent length"
    },
    {
      "label": "dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "B.F.P.R. offset; shown twice"
    },
    {
      "label": "dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "shown width between the two 1'-6\" offsets"
    },
    {
      "label": "dimension",
      "value": "5'-0 7/16\"",
      "unit": "",
      "appliesTo": "right end width"
    },
    {
      "label": "diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "formed hole"
    },
    {
      "label": "depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "formed hole"
    },
    {
      "label": "diameter",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "elevation",
      "value": "EL. 189.16",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 189.23",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "reinforcement over each pile"
    },
    {
      "label": "elevation",
      "value": "EL. 185.52",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.39",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 185.10",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "partial lower detail"
    },
    {
      "label": "elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "partial lower detail"
    }
  ],
  "notes": [
    "BEGIN BRIDGE B.F.P.R. BENT 1 STA. 17+23.00",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 2 BRIDGE SHEET 16",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "4-#10 OVER EACH PILE"
  ],
  "labels": [
    "℄ SR 21",
    "SR 21 WB = PGL",
    "STA. 17+26.35",
    "℄ BRG.",
    "B.F.P.R.",
    "PLAN",
    "(BENT 1 LEFT)",
    "A",
    "B",
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop primarily shows the plan of the left side of Bent 1, with the bent laid out across six beam centerlines and referenced to SR 21 and the bridge centerline. It also includes dowel-hole information, beam spacing and overall bent dimensions, plus the upper portions of partial lower pile/reinforcement details."
}

p13_r02 plan of end bent 1 cap and pile spacing left sidePlan

  • bent cap / bentBENT 1×1long rectangularPlan is identified as BENT 1 LEFT; B.F.P.R. is shown along the long face.

22'-0" dimension81°-20'-05.0" angle17+23.00 station17+26.35 station81°-20'-05.0" angle15'-4¾" dimension2'-9⅜" dimension2¾" dimension+24 more

crop

p13_r11 concrete and rebar quantities for bent 1

page 13 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p13_r11_concrete_and_rebar_quantities_for_bent_1
Original
p13_r11 concrete and rebar quantities for bent 1
{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 1 LT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Listed in substructure quantities table."
    },
    {
      "name": "Bent",
      "tag": "BENT 1 RT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Listed in substructure quantities table."
    },
    {
      "name": "Class AA concrete",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Quantity listed for each bent."
    },
    {
      "name": "Reinforcing steel bar",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Quantity listed for each bent."
    }
  ],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 1 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 1 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 1 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 1 RT."
    }
  ],
  "notes": [
    "125 AT BENT 1R IS ACHIEVED. (partial)"
  ],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "DRAWING",
    "35-001",
    "BRIDGE SH",
    "13 OF"
  ],
  "description": "This crop shows a substructure quantities table for Bent 1 left and Bent 1 right. The table lists Class AA concrete and reinforcing steel quantities for each bent; a partial note and partial title-block information are also visible."
}

p13_r11 concrete and rebar quantities for bent 1Table

  • BentBENT 1 LT.×1Listed in substructure quantities table.
  • BentBENT 1 RT.×1Listed in substructure quantities table.

12.0 CY CY CLASS AA CONCRETE12.0 CY CY CLASS AA CONCRETE1434 LB LB BAR REINF STEEL1434 LB LB BAR REINF STEEL

crop

p13_r10

page 13 · pile_p13_r10
Original
p13_r10
{
  "view": "Notes",
  "objects": [
    {
      "name": "Pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in pile driving objective; pile size, type, and quantity are not shown."
    },
    {
      "name": "Bent",
      "tag": "BENT 1L and BENT 1R",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced only for required minimum tip elevations."
    }
  ],
  "measurements": [
    {
      "label": "Driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "139",
      "unit": "",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "Minimum tip elevation",
      "value": "125",
      "unit": "",
      "appliesTo": "BENT 1R"
    }
  ],
  "notes": [
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 139 AT BENT 1L AND 125 AT BENT 1R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES"
  ],
  "description": "This crop contains a pile driving objective note for piles at Bent 1L and Bent 1R. The lower portion shows the heading of a SUBSTRUCTURE QUANTITIES table; the table contents are not visible in this crop."
}

p13_r10Notes

  • BentBENT 1L and BENT 1R×2Referenced only for required minimum tip elevations.

326 KIPS Driving resistance139 Minimum tip elevation125 Minimum tip elevation

Page 14

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p14_r01 plan of beam spacing at bent 2 left

page 14 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p14_r01_plan_of_beam_spacing_at_bent_2_left
Original
p14_r01 plan of beam spacing at bent 2 left
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan at Bent 2 Left."
    },
    {
      "name": "bearing locations",
      "tag": "",
      "shape": "circular symbols",
      "material": "",
      "count": 12,
      "note": "Two rows of bearing-location symbols are shown."
    },
    {
      "name": "beam centerlines",
      "tag": "℄ BEAM 1 through ℄ BEAM 6",
      "shape": "line",
      "material": "",
      "count": 6,
      "note": "Six beam centerlines are identified below the bent cap."
    },
    {
      "name": "bent centerline",
      "tag": "℄ BENT",
      "shape": "line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bearing centerlines",
      "tag": "℄ BEARING",
      "shape": "line",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "smooth dowel bar holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Typical holes for smooth dowel bars are called out."
    }
  ],
  "measurements": [
    {
      "label": "Skew angle, typical",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Distance from SR 21 WB = PGL reference line",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Station",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bar holes"
    },
    {
      "label": "Dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bar holes"
    },
    {
      "label": "Smooth dowel bar diameter",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "smooth dowel bar holes"
    },
    {
      "label": "Left end offset",
      "value": "2'-3⅜\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7¹⁄₁₆\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "Right end offset",
      "value": "2'-3⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "End dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7½\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "Overall length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Local horizontal dimension",
      "value": "2'-9⅜\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "11½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Overall vertical dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "STA. 17+81.35",
    "PLAN",
    "(BENT 2 LEFT)"
  ],
  "description": "This crop is a plan view for Bent 2 Left, showing a rectangular bent cap with six identified beam centerlines and two rows of bearing-location symbols. It documents the bent-cap layout, beam spacing, skew, station reference, bearing centerlines, and typical smooth-dowel-bar hole requirement."
}

p14_r01 plan of beam spacing at bent 2 leftPlan

  • bent centerline℄ BENT×1line

81°-20'-05.0" Skew angle, typical22'-0" Distance from SR 21 WB = PGL reference line17+81.35 Station3" Dowel-bar hole diameter12" Dowel-bar hole depth1½" Smooth dowel bar diameter2'-3⅜" Left end offset7'-7¹⁄₁₆" Beam centerline spacing+9 more

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p14_r09 quantities table for concrete and rebar

page 14 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p14_r09_quantities_table_for_concrete_and_rebar
Original
p14_r09 quantities table for concrete and rebar
{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 2 LT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Substructure quantity column."
    },
    {
      "name": "Bent",
      "tag": "BENT 2 RT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Substructure quantity column."
    }
  ],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "15875",
      "unit": "LB",
      "appliesTo": "BENT 2 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "15848",
      "unit": "LB",
      "appliesTo": "BENT 2 RT."
    }
  ],
  "notes": [],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL"
  ],
  "description": "This crop is a substructure quantities table for Bent 2 left and Bent 2 right. It lists Class AA concrete quantities in cubic yards and reinforcing steel quantities in pounds for each bent."
}

p14_r09 quantities table for concrete and rebarTable

  • BentBENT 2 LT.×1Substructure quantity column.
  • BentBENT 2 RT.×1Substructure quantity column.

93.0 CY CY CLASS AA CONCRETE93.0 CY CY CLASS AA CONCRETE15875 LB LB BAR REINF STEEL15848 LB LB BAR REINF STEEL

crop

p14_r09

page 14 · substructure_quantities_p14_r09
Original
p14_r09
{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 2 LT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Quantity column."
    },
    {
      "name": "Bent",
      "tag": "BENT 2 RT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Quantity column."
    }
  ],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "15875",
      "unit": "LB",
      "appliesTo": "BENT 2 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "15848",
      "unit": "LB",
      "appliesTo": "BENT 2 RT."
    }
  ],
  "notes": [],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL"
  ],
  "description": "This crop is a substructure quantities table for Bent 2 left and right. It lists Class AA concrete in cubic yards and reinforcing steel in pounds for each bent."
}

p14_r09Table

  • BentBENT 2 LT.×1Quantity column.
  • BentBENT 2 RT.×1Quantity column.

93.0 CY CY CLASS AA CONCRETE93.0 CY CY CLASS AA CONCRETE15875 LB LB BAR REINF STEEL15848 LB LB BAR REINF STEEL

Page 15

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p15_r09 concrete and rebar quantities for bent 3

page 15 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p15_r09_concrete_and_rebar_quantities_for_bent_3
Original
p15_r09 concrete and rebar quantities for bent 3
{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 3 LT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Quantity column shown."
    },
    {
      "name": "Bent",
      "tag": "BENT 3 RT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Quantity column shown."
    }
  ],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "104.0",
      "unit": "CY",
      "appliesTo": "BENT 3 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "104.0",
      "unit": "CY",
      "appliesTo": "BENT 3 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "16679",
      "unit": "LB",
      "appliesTo": "BENT 3 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "16681",
      "unit": "LB",
      "appliesTo": "BENT 3 RT."
    }
  ],
  "notes": [],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL"
  ],
  "description": "This crop is a substructure quantities table. It lists Class AA concrete and reinforcing steel quantities for Bent 3 left and Bent 3 right."
}

p15_r09 concrete and rebar quantities for bent 3Table

  • BentBENT 3 LT.×1Quantity column shown.
  • BentBENT 3 RT.×1Quantity column shown.

104.0 CY CY CLASS AA CONCRETE104.0 CY CY CLASS AA CONCRETE16679 LB LB BAR REINF STEEL16681 LB LB BAR REINF STEEL

Page 16

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p16_r03 cross section of bent cap at bearing line showing rebar

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r03_cross_section_of_bent_cap_at_bearing_line_showing_rebar
Original
p16_r03 cross section of bent cap at bearing line showing rebar
{
  "view": "Section",
  "objects": [
    {
      "name": "bent member",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned member with a raised central portion above the main rectangular body."
    },
    {
      "name": "reinforcement bar group",
      "tag": "#20 OR #30",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Two upper bars in the raised central portion."
    },
    {
      "name": "reinforcement bar group",
      "tag": "#121 OR #131",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Top reinforcement bar group."
    },
    {
      "name": "reinforcement bar group",
      "tag": "#21 OR #31",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 44,
      "note": "Side reinforcement; separate callout also identifies #21 OR #31."
    },
    {
      "name": "reinforcement bar group",
      "tag": "#22 OR #32",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Each face."
    },
    {
      "name": "reinforcement bar group",
      "tag": "#23 OR #33",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Bottom reinforcement bar group."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "width from CL BENT",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "width from CL BENT",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "edge-to-CL BRNG. distance",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "CL BRNG. to CL BENT distance",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "CL BENT to CL BRNG. distance",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "CL BRNG. to edge distance",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "minimum overall depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "bottom depth",
      "value": "9\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "minimum clear cover, typical",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement bar groups"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforcement bar groups"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#20 OR 2-#30",
      "unit": "",
      "appliesTo": "#20 OR #30"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-#121 OR 8-#131",
      "unit": "",
      "appliesTo": "#121 OR #131"
    },
    {
      "label": "reinforcement quantity",
      "value": "44-#21 OR 44-#31",
      "unit": "",
      "appliesTo": "#21 OR #31"
    },
    {
      "label": "reinforcement quantity",
      "value": "5-#22 OR 5-#32",
      "unit": "",
      "appliesTo": "#22 OR #32"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-#23 OR 8-#33",
      "unit": "",
      "appliesTo": "#23 OR #33"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "5-#22 OR 5-#32 EACH FACE",
    "2\" CL., 3 SIDES",
    "2\" MIN. C... (partial)"
  ],
  "labels": [
    "℄ BENT",
    "℄ BRNG.",
    "SECTION A-A"
  ],
  "description": "This crop shows Section A-A through a stepped reinforced-concrete bent member, with bent and bearing centerlines indicated. It documents the section dimensions, concrete cover requirements, and reinforcement bar groups for alternate bar marks."
}

p16_r03 cross section of bent cap at bearing line showing rebarSection

  • bent member×1stepped rectangularreinforced concreteSectioned member with a raised central portion above the main rectangular body.

4'-3" overall width2'-1½" width from CL BENT2'-1½" width from CL BENT11½" edge-to-CL BRNG. distance1'-2" CL BRNG. to CL BENT distance1'-2" CL BENT to CL BRNG. distance11½" CL BRNG. to edge distance4'-0" MIN. minimum overall depth+8 more

crop

p16_r04 cross section of bent cap at bearing line showing rebar

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r04_cross_section_of_bent_cap_at_bearing_line_showing_rebar
Original
p16_r04 cross section of bent cap at bearing line showing rebar
{
  "view": "Section",
  "objects": [
    {
      "name": "concrete bent member",
      "tag": "",
      "shape": "rectangular section with raised rectangular portion at right",
      "material": "",
      "count": 1,
      "note": "Section is shown about CL BENT, with bearing centerlines indicated."
    },
    {
      "name": "reinforcement bar set",
      "tag": "2-520 OR 2-530",
      "shape": "bent rectangular/U-shaped bar",
      "material": "",
      "count": 2,
      "note": "Located in the raised portion at the right of the section."
    },
    {
      "name": "reinforcement bar set",
      "tag": "8-1121 OR 8-1131",
      "shape": "circular bar ends in section",
      "material": "",
      "count": 8,
      "note": "Shown along the upper portion of the main rectangular section."
    },
    {
      "name": "reinforcement bar set",
      "tag": "44-421 OR 44-431",
      "shape": "vertical bar",
      "material": "",
      "count": 44,
      "note": "Callout points to reinforcement at the right side of the section."
    },
    {
      "name": "reinforcement bar set",
      "tag": "522 OR 532",
      "shape": "horizontal bar",
      "material": "",
      "count": null,
      "note": "Callout points to an interior horizontal reinforcement line."
    },
    {
      "name": "reinforcement bar set",
      "tag": "8-1123 OR 8-1133",
      "shape": "circular bar ends in section",
      "material": "",
      "count": 8,
      "note": "Shown along the bottom of the section."
    },
    {
      "name": "reinforcement bar set",
      "tag": "5-422 OR 5-432",
      "shape": "vertical bar",
      "material": "",
      "count": 5,
      "note": "EACH FACE."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension from CL BENT to left edge",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension from CL BENT to right edge",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "left edge to bearing centerline",
      "value": "11½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bearing centerline to CL BENT",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "CL BENT to bearing centerline",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "right bearing centerline to right edge",
      "value": "11½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "minimum overall height",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bottom dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "minimum clear cover, typical",
      "value": "2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES",
    "EACH FACE"
  ],
  "labels": [
    "CL BENT",
    "CL BRNG.",
    "SECTION B-B"
  ],
  "description": "This crop shows SECTION B-B through a bent member, with the bent centerline and two bearing centerlines dimensioned across the section. The detail depicts the concrete section profile and reinforcement callouts, including top, side, interior, and bottom reinforcement with stated clear-cover requirements."
}

p16_r04 cross section of bent cap at bearing line showing rebarSection

  • concrete bent member×1rectangular section with raised rectangular portion at rightSection is shown about CL BENT, with bearing centerlines indicated.

4'-3" overall width2'-1½" dimension from CL BENT to left edge2'-1½" dimension from CL BENT to right edge11½" left edge to bearing centerline1'-2" bearing centerline to CL BENT1'-2" CL BENT to bearing centerline11½" right bearing centerline to right edge4'-0" MIN. minimum overall height+3 more

crop

p16_r06 composite rebar detail and section views of bent 1 cap

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r06_composite_rebar_detail_and_section_views_of_bent_1_cap
Original
p16_r06 composite rebar detail and section views of bent 1 cap
{
  "view": "Detail",
  "objects": [
    {
      "name": "bent reinforcement layout",
      "tag": "BENT 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in DETAIL 1, DETAIL 2, and SECTIONS A-A, B-B, and C-C."
    },
    {
      "name": "reinforcement bar",
      "tag": "5I1",
      "shape": "linear",
      "material": "",
      "count": 5,
      "note": "Shown in DETAIL 1 and SECTION A-A."
    },
    {
      "name": "reinforcement bar",
      "tag": "4I4",
      "shape": "linear",
      "material": "",
      "count": 5,
      "note": "Callout states E.A. FACE AT EQ. SPS. in SECTION A-A."
    },
    {
      "name": "reinforcement bar",
      "tag": "5I0A",
      "shape": "linear",
      "material": "",
      "count": 5,
      "note": "Shown in DETAIL 2 and SECTION B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "5I0B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Shown in DETAIL 2 and SECTION C-C."
    },
    {
      "name": "reinforcement bar",
      "tag": "4I3A",
      "shape": "linear",
      "material": "",
      "count": 5,
      "note": "Callout states E.A. FACE AT EQ. SPS. in SECTIONS B-B and C-C."
    },
    {
      "name": "reinforcement bar",
      "tag": "4I3B",
      "shape": "linear",
      "material": "",
      "count": 3,
      "note": "Callout states E.A. FACE AT EQ. SPS. in SECTION C-C."
    }
  ],
  "measurements": [
    {
      "label": "DETAIL 1 overall width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "DETAIL 1 reinforcement quantity",
      "value": "5-5I1",
      "unit": "",
      "appliesTo": "5I1"
    },
    {
      "label": "DETAIL 1 reinforcement quantity",
      "value": "5-4I4",
      "unit": "",
      "appliesTo": "4I4"
    },
    {
      "label": "SECTION A-A width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "SECTION A-A reinforcement quantity",
      "value": "5-4I4",
      "unit": "",
      "appliesTo": "4I4"
    },
    {
      "label": "DETAIL 2 overall width",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "DETAIL 2 reinforcement quantity",
      "value": "5-5I0A",
      "unit": "",
      "appliesTo": "5I0A"
    },
    {
      "label": "DETAIL 2 reinforcement quantity",
      "value": "4-5I0B",
      "unit": "",
      "appliesTo": "5I0B"
    },
    {
      "label": "DETAIL 2 reinforcement quantity",
      "value": "5-4I3A",
      "unit": "",
      "appliesTo": "4I3A"
    },
    {
      "label": "DETAIL 2 reinforcement quantity",
      "value": "3-4I3B",
      "unit": "",
      "appliesTo": "4I3B"
    },
    {
      "label": "SECTION B-B width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "SECTION B-B reinforcement quantity",
      "value": "5-4I3A",
      "unit": "",
      "appliesTo": "4I3A"
    },
    {
      "label": "SECTION C-C width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "SECTION C-C reinforcement quantity",
      "value": "5-4I3A",
      "unit": "",
      "appliesTo": "4I3A"
    },
    {
      "label": "SECTION C-C reinforcement quantity",
      "value": "3-4I3B",
      "unit": "",
      "appliesTo": "4I3B"
    }
  ],
  "notes": [
    "E.A. FACE AT EQ. SPS.",
    "NO SCALE"
  ],
  "labels": [
    "DETAIL 1",
    "SECTION A-A",
    "DETAIL 2",
    "SECTION B-B",
    "SECTION C-C",
    "BENT 1",
    "A",
    "B",
    "C"
  ],
  "description": "This crop shows reinforcement details for BENT 1, including two rectangular reinforcement layouts identified as DETAIL 1 and DETAIL 2. It also includes transverse sections A-A, B-B, and C-C showing bar locations and bar callouts at each face and at equal spacing."
}

p16_r06 composite rebar detail and section views of bent 1 capDetail

  • bent reinforcement layoutBENT 1×1rectangularShown in DETAIL 1, DETAIL 2, and SECTIONS A-A, B-B, and C-C.

3'-0 7/16" DETAIL 1 overall width5-5I1 DETAIL 1 reinforcement quantity5-4I4 DETAIL 1 reinforcement quantity1'-0" SECTION A-A width5-4I4 SECTION A-A reinforcement quantity5'-4¾" DETAIL 2 overall width5-5I0A DETAIL 2 reinforcement quantity4-5I0B DETAIL 2 reinforcement quantity+7 more

crop

p16_r10 plan view of pile footing for bent 2 with pile layout

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r10_plan_view_of_pile_footing_for_bent_2_with_pile_layout
Original
p16_r10 plan view of pile footing for bent 2 with pile layout
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Overall plan dimensions shown as 11'-6\" by 11'-6\"."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Six pile symbols shown in two columns of three; callout identifies PILE."
    },
    {
      "name": "column centerline",
      "tag": "",
      "shape": "dashed centerline",
      "material": "",
      "count": 1,
      "note": "Column is identified by a centerline only; no column outline or size is shown."
    },
    {
      "name": "bent centerline",
      "tag": "BENT 2",
      "shape": "dashed centerline",
      "material": "",
      "count": 1,
      "note": "Bent 2 is indicated by a horizontal dashed centerline."
    }
  ],
  "measurements": [
    {
      "label": "overall footing width",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "pile layout spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "overall footing length",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "pile layout spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop is a footing plan for Bent 2. It shows one square/rectangular footing with a six-pile arrangement, together with the column and Bent 2 centerlines and pile layout dimensions."
}

p16_r10 plan view of pile footing for bent 2 with pile layoutPlan

  • bent centerlineBENT 2×1dashed centerlineBent 2 is indicated by a horizontal dashed centerline.

11'-6" overall footing width1'-3" pile layout spacing4'-6" pile layout spacing4'-6" pile layout spacing1'-3" pile layout spacing11'-6" overall footing length1'-3" pile layout spacing4'-6" pile layout spacing+3 more

crop

p16_r11 detail 4

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r11_detail_4
Original
p16_r11 detail 4
{
  "view": "Detail",
  "objects": [
    {
      "name": "bent",
      "tag": "BENT I",
      "shape": "rectangular with an interior offset/recess",
      "material": "",
      "count": 1,
      "note": "Reinforcement layout is shown within the bent outline."
    },
    {
      "name": "reinforcement bar",
      "tag": "540A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Bar callout shown along the upper portion of the detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "540B",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Bar callout shown along the upper portion of the detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "443A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Bar callout shown at the right side of the detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "443B",
      "shape": "straight",
      "material": "",
      "count": 3,
      "note": "Bar callout shown at the lower right side of the detail."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "BENT I"
    },
    {
      "label": "bar quantity and mark",
      "value": "5-540A",
      "unit": "",
      "appliesTo": "540A"
    },
    {
      "label": "bar quantity and mark",
      "value": "4-540B",
      "unit": "",
      "appliesTo": "540B"
    },
    {
      "label": "bar quantity and mark",
      "value": "5-443A",
      "unit": "",
      "appliesTo": "443A"
    },
    {
      "label": "bar quantity and mark",
      "value": "3-443B",
      "unit": "",
      "appliesTo": "443B"
    }
  ],
  "notes": [
    "NO SCALE"
  ],
  "labels": [
    "E",
    "F",
    "DETAIL 4"
  ],
  "description": "This crop shows Detail 4 for BENT I, depicting a bent outline with an internal reinforcement-bar grid and an offset/recessed lower portion. Section/detail reference arrows marked E and F are shown at the top and bottom of the detail."
}

p16_r11 detail 4Detail

  • bentBENT I×1rectangular with an interior offset/recessReinforcement layout is shown within the bent outline.

5'-4¾" overall horizontal dimension5-540A bar quantity and mark4-540B bar quantity and mark5-443A bar quantity and mark3-443B bar quantity and mark

crop

p16_r12 cross section of intermediate bent cap bent 4 d d e e f f

page 16 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p16_r12_cross_section_of_intermediate_bent_cap_bent_4_d_d_e_e_f_f
Original
p16_r12 cross section of intermediate bent cap bent 4 d d e e f f
{
  "view": "Detail",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Reinforcement detail shown with Detail 3, Detail 4, and Sections D-D, E-E, and F-F."
    },
    {
      "name": "Reinforcement bar",
      "tag": "541",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Shown in Detail 3 and Section D-D."
    },
    {
      "name": "Reinforcement bar",
      "tag": "444",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Shown at each face at equal spacing in Section D-D."
    },
    {
      "name": "Reinforcement bar",
      "tag": "540A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Shown in Detail 4 and Section E-E."
    },
    {
      "name": "Reinforcement bar",
      "tag": "540B",
      "shape": "straight",
      "material": "",
      "count": 4,
      "note": "Shown in Detail 4 and Section F-F."
    },
    {
      "name": "Reinforcement bar",
      "tag": "443A",
      "shape": "straight",
      "material": "",
      "count": 5,
      "note": "Shown at each face at equal spacing in Sections E-E and F-F."
    },
    {
      "name": "Reinforcement bar",
      "tag": "443B",
      "shape": "straight",
      "material": "",
      "count": 3,
      "note": "Shown at each face at equal spacing in Section F-F."
    }
  ],
  "measurements": [
    {
      "label": "Detail 3 overall width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "Detail 4 overall width",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "Section D-D width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "Section E-E width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "Section F-F width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "Reinforcement callout",
      "value": "5-541",
      "unit": "",
      "appliesTo": "541"
    },
    {
      "label": "Reinforcement callout",
      "value": "5-444",
      "unit": "",
      "appliesTo": "444"
    },
    {
      "label": "Reinforcement callout",
      "value": "5-540A",
      "unit": "",
      "appliesTo": "540A"
    },
    {
      "label": "Reinforcement callout",
      "value": "4-540B",
      "unit": "",
      "appliesTo": "540B"
    },
    {
      "label": "Reinforcement callout",
      "value": "5-443A",
      "unit": "",
      "appliesTo": "443A"
    },
    {
      "label": "Reinforcement callout",
      "value": "3-443B",
      "unit": "",
      "appliesTo": "443B"
    }
  ],
  "notes": [
    "5-444 E.A. FACE AT EQ. SPS.",
    "5-443A E.A. FACE AT EQ. SPS.",
    "3-443B E.A. FACE AT EQ. SPS."
  ],
  "labels": [
    "DETAIL 3",
    "SECTION D-D",
    "DETAIL 4",
    "SECTION E-E",
    "SECTION F-F",
    "NO SCALE"
  ],
  "description": "This crop shows reinforcement details and transverse sections for BENT 4. Detail 3 and Detail 4 show rectangular reinforcement layouts, with Sections D-D, E-E, and F-F showing the corresponding bar arrangements at the indicated faces and equal spacings."
}

p16_r12 cross section of intermediate bent cap bent 4 d d e e f fDetail

  • BentBENT 4×1rectangularReinforcement detail shown with Detail 3, Detail 4, and Sections D-D, E-E, and F-F.

3'-0 7/16" Detail 3 overall width5'-4 3/4" Detail 4 overall width1'-0" Section D-D width1'-0" Section E-E width1'-0" Section F-F width5-541 Reinforcement callout5-444 Reinforcement callout5-540A Reinforcement callout+3 more

crop

p16_r01

page 16 · pier_column_p16_r01
Original
p16_r01
{
  "view": "Section",
  "objects": [
    {
      "name": "bent member",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Only the sectional profile shown in Section A-A is visible."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#20 OR 2-#30",
      "shape": "bars at upper stepped portion",
      "material": "",
      "count": 2,
      "note": "Callout points to bars in the raised portion of the section."
    },
    {
      "name": "reinforcement bars",
      "tag": "8-#121 OR 8-#131",
      "shape": "bars along upper face",
      "material": "",
      "count": 8,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "44-#21 OR 44-#31",
      "shape": "vertical bars along side faces",
      "material": "",
      "count": 44,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "5-#22 OR 5-#32",
      "shape": "bars, each face",
      "material": "",
      "count": 5,
      "note": "Each face."
    },
    {
      "name": "reinforcement bars",
      "tag": "#21 OR #31",
      "shape": "vertical bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "8-#123 OR 8-#133",
      "shape": "bars along bottom face",
      "material": "",
      "count": 8,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "dimension from CL BENT to left side",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "dimension from CL BENT to right side",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "left segment dimension",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "left-center segment dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "right-center segment dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "right segment dimension",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "minimum overall depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "bottom dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bent member"
    },
    {
      "label": "reinforcement quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "2-#20 OR 2-#30"
    },
    {
      "label": "reinforcement quantity",
      "value": "8",
      "unit": "",
      "appliesTo": "8-#121 OR 8-#131"
    },
    {
      "label": "reinforcement quantity",
      "value": "44",
      "unit": "",
      "appliesTo": "44-#21 OR 44-#31"
    },
    {
      "label": "reinforcement quantity",
      "value": "5",
      "unit": "",
      "appliesTo": "5-#22 OR 5-#32"
    },
    {
      "label": "reinforcement quantity",
      "value": "8",
      "unit": "",
      "appliesTo": "8-#123 OR 8-#133"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "5-#22 OR 5-#32 EACH FACE",
    "2-#20 OR 2-#30",
    "8-#121 OR 8-#131",
    "44-#21 OR 44-#31",
    "2\" CL., 3 SIDES",
    "#21 OR #31",
    "8-#123 OR 8-#133",
    "2\" M (partial, cropped)"
  ],
  "labels": [
    "CL BENT",
    "CL BRNG.",
    "SECTION A-A"
  ],
  "description": "This crop shows Section A-A through a stepped rectangular reinforced-concrete bent member, with centerlines for the bent and two bearing locations. It documents the sectional dimensions, clear cover, and reinforcing-bar callouts; the drawing beyond the cropped section is not shown."
}

p16_r01Section

  • bent member×1stepped rectangularreinforced concreteOnly the sectional profile shown in Section A-A is visible.

4'-3" overall width2'-1½" dimension from CL BENT to left side2'-1½" dimension from CL BENT to right side11½" left segment dimension1'-2" left-center segment dimension1'-2" right-center segment dimension11½" right segment dimension4'-0" MIN. minimum overall depth+8 more

Page 17

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p17_r01 plan of beam spacing and dowels at bent 4 left

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r01_plan_of_beam_spacing_and_dowels_at_bent_4_left
Original
p17_r01 plan of beam spacing and dowels at bent 4 left
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 4 LEFT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan layout of the bent is shown."
    },
    {
      "name": "Beams",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by beam centerline locations only."
    },
    {
      "name": "Smooth dowel hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Hole locations are shown with center marks; note calls for smooth dowels."
    }
  ],
  "measurements": [
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Skew angle, typical",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Dowel hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Bent end dimension",
      "value": "3'-0 1/16”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Bent end dimension",
      "value": "5'-4 3/4”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "End spacing",
      "value": "3'-0 7/8”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Typical beam spacing",
      "value": "7'-7 1/16”",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "Beam spacing",
      "value": "6'-10 1/2”",
      "unit": "",
      "appliesTo": "BEAM 1"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7”",
      "unit": "",
      "appliesTo": "BEAM 2"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7”",
      "unit": "",
      "appliesTo": "BEAM 3"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7”",
      "unit": "",
      "appliesTo": "BEAM 4"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7”",
      "unit": "",
      "appliesTo": "BEAM 5"
    },
    {
      "label": "Beam spacing",
      "value": "6'-10 9/16”",
      "unit": "",
      "appliesTo": "BEAM 6"
    },
    {
      "label": "Overall bent length",
      "value": "44'-1 1/16”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Offset",
      "value": "1'-6”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Offset",
      "value": "1'-6”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Bent width",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Typical dimension",
      "value": "2 3/4”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8”",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Ahead distance",
      "value": "22'-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Station",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "℄ BRG."
    }
  ],
  "notes": [
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 4 BRIDGE SHEET 16"
  ],
  "labels": [
    "B.F.P.R.",
    "SR 21 WB = PGL",
    "STA. 19+18.35",
    "℄ BRG.",
    "AHEAD",
    "PLAN",
    "(BENT 4 LEFT)"
  ],
  "description": "This crop shows the plan layout for Bent 4 Left, including its skewed rectangular bent footprint and beam centerline locations for Beams 1 through 6. The drawing provides the bent length, beam spacing chain, bearing centerline station, alignment information, and typical smooth-dowel hole requirements."
}

p17_r01 plan of beam spacing and dowels at bent 4 leftPlan

  • BentBENT 4 LEFT×1rectangularPlan layout of the bent is shown.

81°-20'-05.0” Skew angle81°-20'-05.0” Skew angle, typical3” Dowel hole diameter12” Dowel hole depth1 1/2” Smooth dowel diameter3'-0 1/16” Bent end dimension5'-4 3/4” Bent end dimension3'-0 7/8” End spacing+15 more

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p17_r02 plan of beam spacing and dowels at bent 4 right

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r02_plan_of_beam_spacing_and_dowels_at_bent_4_right
Original
p17_r02 plan of beam spacing and dowels at bent 4 right
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 4 RIGHT",
      "shape": "rectangular plan element with widened end areas",
      "material": "",
      "count": 1,
      "note": "Only the bent plan arrangement is shown."
    },
    {
      "name": "Beams",
      "tag": "℄ BEAM 7–℄ BEAM 12",
      "shape": "centerlines shown",
      "material": "",
      "count": 6,
      "note": "Beam centerlines are labeled for Beams 7 through 12."
    },
    {
      "name": "Formed dowel holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Callout specifies holes for smooth dowels, typical."
    },
    {
      "name": "Smooth dowels",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Specified in the formed-hole callout."
    }
  ],
  "measurements": [
    {
      "label": "Distance to ahead reference",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "Station",
      "value": "19+11.65",
      "unit": "",
      "appliesTo": "℄ BRG."
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 4"
    },
    {
      "label": "Skew angle, typical",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bent end dimension",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "End offset, left",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Beam centerline spacing (5 occurrences)",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "BEAM 7–BEAM 12"
    },
    {
      "label": "End offset, right",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Distance, left",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Beam spacing (4 occurrences)",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "BEAM 8–BEAM 11"
    },
    {
      "label": "Distance, right",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Overall bent dimension",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Typical dimension",
      "value": "2 3/4\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Horizontal dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "B.F.P.R."
    },
    {
      "label": "Vertical dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "B.F.P.R."
    },
    {
      "label": "Vertical dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "B.F.P.R."
    },
    {
      "label": "Right end vertical dimension",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "BENT 4 RIGHT"
    },
    {
      "label": "Formed hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Formed dowel holes"
    },
    {
      "label": "Formed hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Formed dowel holes"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "Smooth dowels"
    }
  ],
  "notes": [
    "END BRIDGE B.F.P.R. BENT 4 STA. 19+15.00",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 4 BRIDGE SHEET 16",
    "SEE DETAIL 3 BRIDGE SHEET 16"
  ],
  "labels": [
    "SR 21",
    "AHEAD",
    "SR 21 EB = PGL",
    "STA. 19+11.65 ℄ BRG.",
    "B.F.P.R.",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "PLAN",
    "(BENT 4 RIGHT)",
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop is a plan view titled \"PLAN (BENT 4 RIGHT).\" It shows the Bent 4 right arrangement relative to SR 21 EB/PGL, with centerlines identified for Beams 7 through 12 and a typical formed-hole/smooth-dowel callout."
}

p17_r02 plan of beam spacing and dowels at bent 4 rightPlan

  • BentBENT 4 RIGHT×1rectangular plan element with widened end areasOnly the bent plan arrangement is shown.

22'-0" Distance to ahead reference19+15.00 Station19+11.65 Station81°-20'-05.0" Skew angle81°-20'-05.0" Skew angle, typical5'-4 3/4" Bent end dimension3'-0 7/8" End offset, left7'-7/16" Beam centerline spacing (5 occurrences)+13 more

crop

p17_r16 concrete and rebar quantity table for end bent 4

page 17 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p17_r16_concrete_and_rebar_quantity_table_for_end_bent_4
Original
p17_r16 concrete and rebar quantity table for end bent 4
{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 4 LT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 4 RT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Class AA concrete",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Quantity listed for each Bent 4 location."
    },
    {
      "name": "Bar reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Quantity listed for each Bent 4 location."
    }
  ],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 4 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 4 RT."
    }
  ],
  "notes": [],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM"
  ],
  "description": "This crop is a substructure quantities table for Bent 4 left and right. It lists Class AA concrete and bar reinforcing steel quantities for each bent."
}

p17_r16 concrete and rebar quantity table for end bent 4Table

  • BentBENT 4 LT.×1
  • BentBENT 4 RT.×1

12.0 CY CY CLASS AA CONCRETE12.0 CY CY CLASS AA CONCRETE1434 LB LB BAR REINF STEEL1434 LB LB BAR REINF STEEL

Page 18

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p18_r01 plan of bent 1 left pile beam numbering

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r01_plan_of_bent_1_left_pile_beam_numbering
Original
p18_r01 plan of bent 1 left pile beam numbering
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent",
      "tag": "BENT 1 LEFT",
      "shape": "long narrow tapered/angled rectangular outline",
      "material": "",
      "count": 1,
      "note": "Shown with a dashed centerline and six transverse divisions/beam locations."
    },
    {
      "name": "beam",
      "tag": "BEAM 1–BEAM 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Six beam locations are called out along the bent."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "B.F.P.R. BENT 1"
  ],
  "description": "This crop shows a plan-type layout fragment for Bent 1 Left. A skewed/angled bent outline is shown with six labeled beam locations, BEAM 1 through BEAM 6, and a callout to B.F.P.R. BENT 1."
}

p18_r01 plan of bent 1 left pile beam numberingPlan

  • bentBENT 1 LEFT×1long narrow tapered/angled rectangular outlineShown with a dashed centerline and six transverse divisions/beam locations.
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p18_r05 bent 2 left

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r05_bent_2_left
Original
p18_r05 bent 2 left
{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown with six H-shaped pile symbols numbered 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown with six H-shaped pile symbols numbered 7 through 12."
    },
    {
      "name": "pile",
      "tag": "1-12",
      "shape": "H-section",
      "material": "",
      "count": 12,
      "note": "Six pile symbols are shown in each footing."
    },
    {
      "name": "bent centerline",
      "tag": "C/L BENT 2",
      "shape": "dash-dot line",
      "material": "",
      "count": 1,
      "note": "Passes through both footings."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 2 LEFT",
    "C/L BENT 2",
    "FOOTING 1",
    "FOOTING 2",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "10",
    "11",
    "12",
    "C S (partial)"
  ],
  "description": "This crop is a plan fragment showing the left side of Bent 2. Two rectangular footings, identified as FOOTING 1 and FOOTING 2, are arranged along the C/L BENT 2 and contain a total of twelve H-section pile symbols."
}

p18_r05 bent 2 leftPlan

  • bent centerlineC/L BENT 2×1dash-dot linePasses through both footings.
crop

p18_r08 elevation of skewed bent 1 left beams

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r08_elevation_of_skewed_bent_1_left_beams
Original
p18_r08 elevation of skewed bent 1 left beams
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent",
      "tag": "BENT 1 LEFT",
      "shape": "elongated rectangular, skewed",
      "material": "",
      "count": 1,
      "note": "Bent layout is shown with six labeled beam locations."
    },
    {
      "name": "beam",
      "tag": "BEAM 1–BEAM 6",
      "shape": "location indicated by dashed centerline/callout",
      "material": "",
      "count": 6,
      "note": "Individual beam labels are BEAM 1, BEAM 2, BEAM 3, BEAM 4, BEAM 5, and BEAM 6."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "B.F.P.R. BENT 1",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6"
  ],
  "description": "This crop shows a plan-type layout for BENT 1 LEFT. A skewed bent element is shown with six beam locations identified from BEAM 1 through BEAM 6; no dimensions or material notes are visible in the crop."
}

p18_r08 elevation of skewed bent 1 left beamsPlan

  • bentBENT 1 LEFT×1elongated rectangular, skewedBent layout is shown with six labeled beam locations.
crop

p18_r09 elevation of skewed bent 4 left beams

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r09_elevation_of_skewed_bent_4_left_beams
Original
p18_r09 elevation of skewed bent 4 left beams
{
  "view": "Plan",
  "objects": [
    {
      "name": "bent",
      "tag": "BENT 4 LEFT",
      "shape": "long narrow rectangular outline, skewed",
      "material": "",
      "count": 1,
      "note": "Six labeled beam locations are shown along the bent."
    },
    {
      "name": "beams",
      "tag": "BEAM 1–BEAM 6",
      "shape": "beam locations shown by short paired line symbols",
      "material": "",
      "count": 6,
      "note": "Each beam location is called out with a dashed leader."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "B.F.P.R. BENT 4",
    "BENT",
    "PILE LOCATION",
    "FOOTING 3"
  ],
  "description": "This crop shows a partial plan layout identified as BENT 4 LEFT, with six beam locations along a skewed narrow bent outline. A partial table is visible at right with the headings BENT and PILE LOCATION, and partial text FOOTING 3."
}

p18_r09 elevation of skewed bent 4 left beamsPlan

  • bentBENT 4 LEFT×1long narrow rectangular outline, skewedSix labeled beam locations are shown along the bent.
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p18_r10 pile tip elevation schedule bent4

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r10_pile_tip_elevation_schedule_bent4
Original
p18_r10 pile tip elevation schedule bent4
{
  "view": "Table",
  "objects": [
    {
      "name": "bent",
      "tag": "4 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations listed at BEAM 1 through BEAM 6."
    },
    {
      "name": "bent",
      "tag": "4 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations listed at BEAM 7 through BEAM 12."
    },
    {
      "name": "pile",
      "tag": "1-12",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile tip elevation cells are blank in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "BEAM 7",
    "BEAM 8",
    "BEAM 9",
    "BEAM 10",
    "BEAM 11",
    "BEAM 12"
  ],
  "description": "This crop shows a pile schedule table for Bent 4, divided into 4 LEFT and 4 RIGHT. It assigns pile numbers 1 through 12 to beam locations 1 through 12; no pile tip elevations are entered in the visible cells."
}

p18_r10 pile tip elevation schedule bent4Table

  • bent4 LEFT×1Pile locations listed at BEAM 1 through BEAM 6.
  • bent4 RIGHT×1Pile locations listed at BEAM 7 through BEAM 12.
crop

p18_r11 pile tip and footing elevation schedule bent3

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r11_pile_tip_and_footing_elevation_schedule_bent3
Original
p18_r11 pile tip and footing elevation schedule bent3
{
  "view": "Table",
  "objects": [
    {
      "name": "bent",
      "tag": "3 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent identification shown in the BENT column."
    },
    {
      "name": "footing",
      "tag": "FOOTING 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Associated with pile numbers 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Associated with pile numbers 7 through 12."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile numbers 1 through 12 are listed; pile tip elevation cells are blank in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING LAYOUT",
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "description": "This crop shows a footing layout table for Bent 3 Right. It lists Footing 3 with piles 1 to 6 and Footing 4 with piles 7 to 12; the pile tip elevation and bottom of footing elevation fields are blank in the visible crop."
}

p18_r11 pile tip and footing elevation schedule bent3Table

  • bent3 RIGHT×1Bent identification shown in the BENT column.
crop

p18_r15 elevation of skewed bent 1 right beams

page 18 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p18_r15_elevation_of_skewed_bent_1_right_beams
Original
p18_r15 elevation of skewed bent 1 right beams
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 1 RIGHT",
      "shape": "elongated tapered rectangular outline",
      "material": "",
      "count": 1,
      "note": "Only the right-side bent plan fragment is shown."
    },
    {
      "name": "Beam",
      "tag": "BEAM 7–BEAM 12",
      "shape": "not shown; centerline locations indicated",
      "material": "",
      "count": 6,
      "note": "Beam centerline callouts are visible for Beams 7 through 12."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [],
  "description": "This crop shows a plan fragment of BENT 1 RIGHT. An elongated skewed/tapered bent outline is shown with centerline callouts locating BEAM 7 through BEAM 12."
}

p18_r15 elevation of skewed bent 1 right beamsPlan

  • BentBENT 1 RIGHT×1elongated tapered rectangular outlineOnly the right-side bent plan fragment is shown.
crop

p18_r10

page 18 · pile_p18_r10
Original
p18_r10
{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "4 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Six pile entries are listed at BEAM 1 through BEAM 6."
    },
    {
      "name": "Pile",
      "tag": "1, 2, 3, 4, 5, 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Located at BEAM 1 through BEAM 6 under BENT 4 LEFT; pile tip elevation cells are blank."
    },
    {
      "name": "Bent",
      "tag": "4 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Six pile entries are listed at BEAM 7 through BEAM 12."
    },
    {
      "name": "Pile",
      "tag": "7, 8, 9, 10, 11, 12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Located at BEAM 7 through BEAM 12 under BENT 4 RIGHT; pile tip elevation cells are blank."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "BEAM 7",
    "BEAM 8",
    "BEAM 9",
    "BEAM 10",
    "BEAM 11",
    "BEAM 12"
  ],
  "description": "This crop is a pile schedule table for Bent 4, divided into 4 LEFT and 4 RIGHT. It lists pile numbers 1 through 12 by beam location; no pile tip elevation values are shown in the visible cells."
}

p18_r10Table

  • Bent4 LEFT×1Six pile entries are listed at BEAM 1 through BEAM 6.
  • Bent4 RIGHT×1Six pile entries are listed at BEAM 7 through BEAM 12.
crop

p18_r11

page 18 · pile_p18_r11
Original
p18_r11
{
  "view": "Table",
  "objects": [
    {
      "name": "bent",
      "tag": "3 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Listed in footing layout table."
    },
    {
      "name": "footing",
      "tag": "FOOTING 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile location for Pile Nos. 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile location for Pile Nos. 7 through 12."
    },
    {
      "name": "pile",
      "tag": "PILE NO. 1-12",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile tip elevation fields are blank in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING LAYOUT",
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "description": "This crop shows a footing layout table for Bent 3 Right. It assigns Pile Nos. 1 through 6 to Footing 3 and Pile Nos. 7 through 12 to Footing 4; the pile tip and bottom-of-footing elevation cells contain no visible values."
}

p18_r11Table

  • bent3 RIGHT×1Listed in footing layout table.

Page 20

crop

p20_r01 bar reinforcing schedule 2

page 20 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p20_r01_bar_reinforcing_schedule_2
Original
p20_r01 bar reinforcing schedule 2
{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 2 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Location heading in reinforcing-bar schedule."
    },
    {
      "name": "Reinforcement bar",
      "tag": "420",
      "shape": "Type 1 bar",
      "material": "",
      "count": 48,
      "note": "Scheduled under BENT 2 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "421",
      "shape": "Type 2 bar",
      "material": "",
      "count": 44,
      "note": "Scheduled under BENT 2 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "520",
      "shape": "Type 1 bar",
      "material": "",
      "count": 2,
      "note": "Scheduled under BENT 2 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "521",
      "shape": "Type 25 bar",
      "material": "",
      "count": 59,
      "note": "Scheduled under BENT 2 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "522",
      "shape": "Type 25 bar",
      "material": "",
      "count": 28,
      "note": "Scheduled under BENT 2 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "620",
      "shape": "Type 25 bar",
      "material": "",
      "count": 106,
      "note": "Scheduled under BENT 2 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "621",
      "shape": "Type 00 bar",
      "material": "",
      "count": 106,
      "note": "Scheduled under BENT 2 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "920",
      "shape": "Type 10 bar",
      "material": "",
      "count": 64,
      "note": "Scheduled under BENT 2 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1120A",
      "shape": "Type 2 bar",
      "material": "",
      "count": 12,
      "note": "Scheduled under BENT 2 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1120B",
      "shape": "Type 2 bar",
      "material": "",
      "count": 12,
      "note": "Scheduled under BENT 2 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1121A",
      "shape": "Type 1 bar",
      "material": "",
      "count": 6,
      "note": "Scheduled under BENT 2 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1121B",
      "shape": "Type 1 bar",
      "material": "",
      "count": 6,
      "note": "Scheduled under BENT 2 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1121C",
      "shape": "Type 1 bar",
      "material": "",
      "count": 6,
      "note": "Scheduled under BENT 2 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1121D",
      "shape": "Type 1 bar",
      "material": "",
      "count": 6,
      "note": "Scheduled under BENT 2 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1122",
      "shape": "Type 10 bar",
      "material": "",
      "count": 8,
      "note": "Scheduled under BENT 2 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1123",
      "shape": "Type 1 bar",
      "material": "",
      "count": 8,
      "note": "Scheduled under BENT 2 LEFT."
    },
    {
      "name": "Bent",
      "tag": "BENT 3 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Location heading in reinforcing-bar schedule."
    },
    {
      "name": "Reinforcement bar",
      "tag": "430",
      "shape": "Type 1 bar",
      "material": "",
      "count": 56,
      "note": "Scheduled under BENT 3 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "431",
      "shape": "Type 2 bar",
      "material": "",
      "count": 44,
      "note": "Scheduled under BENT 3 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "530",
      "shape": "Type 1 bar",
      "material": "",
      "count": 2,
      "note": "Scheduled under BENT 3 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "531",
      "shape": "Type 25 bar",
      "material": "",
      "count": 59,
      "note": "Scheduled under BENT 3 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "532",
      "shape": "Type 25 bar",
      "material": "",
      "count": 28,
      "note": "Scheduled under BENT 3 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "630",
      "shape": "Type 25 bar",
      "material": "",
      "count": 106,
      "note": "Scheduled under BENT 3 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "631",
      "shape": "Type 00 bar",
      "material": "",
      "count": 106,
      "note": "Scheduled under BENT 3 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "930",
      "shape": "Type 10 bar",
      "material": "",
      "count": 72,
      "note": "Scheduled under BENT 3 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1130A",
      "shape": "Type 2 bar",
      "material": "",
      "count": 12,
      "note": "Scheduled under BENT 3 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1130B",
      "shape": "Type 2 bar",
      "material": "",
      "count": 12,
      "note": "Scheduled under BENT 3 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1131A",
      "shape": "Type 1 bar",
      "material": "",
      "count": 6,
      "note": "Scheduled under BENT 3 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1131B",
      "shape": "Type 1 bar",
      "material": "",
      "count": 6,
      "note": "Scheduled under BENT 3 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1131C",
      "shape": "Type 1 bar",
      "material": "",
      "count": 6,
      "note": "Scheduled under BENT 3 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1131D",
      "shape": "Type 1 bar",
      "material": "",
      "count": 6,
      "note": "Scheduled under BENT 3 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1132",
      "shape": "Type 10 bar",
      "material": "",
      "count": 8,
      "note": "Scheduled under BENT 3 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1133",
      "shape": "Type 1 bar",
      "material": "",
      "count": 8,
      "note": "Scheduled under BENT 3 LEFT."
    },
    {
      "name": "Bent",
      "tag": "BENT 4 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Location heading in reinforcing-bar schedule."
    },
    {
      "name": "Reinforcement bar",
      "tag": "440",
      "shape": "Type 32 bar",
      "material": "",
      "count": 24,
      "note": "Scheduled under BENT 4 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "441",
      "shape": "Type 25 bar",
      "material": "",
      "count": 43,
      "note": "Scheduled under BENT 4 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "442",
      "shape": "Type 1 bar",
      "material": "",
      "count": 2,
      "note": "Scheduled under BENT 4 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "443A",
      "shape": "Type 1 bar",
      "material": "",
      "count": 10,
      "note": "Scheduled under BENT 4 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "443B",
      "shape": "Type 1 bar",
      "material": "",
      "count": 6,
      "note": "Scheduled under BENT 4 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "444",
      "shape": "Type 1 bar",
      "material": "",
      "count": 10,
      "note": "Scheduled under BENT 4 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "445A",
      "shape": "Type 1 bar",
      "material": "",
      "count": 10,
      "note": "Scheduled under BENT 4 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "445B",
      "shape": "Type 1 bar",
      "material": "",
      "count": 2,
      "note": "Scheduled under BENT 4 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "445C",
      "shape": "Type 1 bar",
      "material": "",
      "count": 2,
      "note": "Scheduled under BENT 4 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "540A",
      "shape": "Type 1 bar",
      "material": "",
      "count": 10,
      "note": "Scheduled under BENT 4 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "540B",
      "shape": "Type 1 bar",
      "material": "",
      "count": 8,
      "note": "Scheduled under BENT 4 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "541",
      "shape": "Type 1 bar",
      "material": "",
      "count": 10,
      "note": "Scheduled under BENT 4 LEFT."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1040",
      "shape": "Type 1 bar",
      "material": "",
      "count": 4,
      "note": "Scheduled under BENT 4 LEFT."
    }
  ],
  "measurements": [
    {
      "label": "No. of loc.",
      "value": "1",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "Mark 420 — length; no. bars req'd; type",
      "value": "11-2; 48; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "420"
    },
    {
      "label": "Mark 421 — length; no. bars req'd; type; B; C; D",
      "value": "4-5; 44; 2; 1-9; 1-4; 1-4",
      "unit": "FT. IN.; ; ; FT. IN.; FT. IN.; FT. IN.",
      "appliesTo": "421"
    },
    {
      "label": "Mark 520 — length; no. bars req'd; type",
      "value": "42-2; 2; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "520"
    },
    {
      "label": "Mark 521 — length; no. bars req'd; type; A; G; B; C",
      "value": "16-2; 59; 25; 4; 4; 3-11; 3-8",
      "unit": "FT. IN.; ; ; ; ; FT. IN.; FT. IN.",
      "appliesTo": "521"
    },
    {
      "label": "Mark 522 — length; no. bars req'd; type; A; G; B; C",
      "value": "10-4; 28; 25; 4; 4; 1-0; 3-8",
      "unit": "FT. IN.; ; ; ; ; FT. IN.; FT. IN.",
      "appliesTo": "522"
    },
    {
      "label": "Mark 620 — length; no. bars req'd; type; A; G; B; C",
      "value": "13-9; 106; 25; 4; 4; 3-2; 3-2",
      "unit": "FT. IN.; ; ; ; ; FT. IN.; FT. IN.",
      "appliesTo": "620"
    },
    {
      "label": "Mark 621 — length; no. bars req'd; type; A; G; B; C",
      "value": "8-1; 106; 00; 5; 5; 0-9; 1-0",
      "unit": "FT. IN.; ; ; ; ; FT. IN.; FT. IN.",
      "appliesTo": "621"
    },
    {
      "label": "Mark 920 — length; no. bars req'd; type; A; G; B",
      "value": "13-8; 64; 10; 1; 1; 11-2",
      "unit": "FT. IN.; ; ; ; ; FT. IN.",
      "appliesTo": "920"
    },
    {
      "label": "Mark 1120A — length; no. bars req'd; type; A; B",
      "value": "15-8; 12; 2; 1; 15-8",
      "unit": "FT. IN.; ; ; ; FT. IN.",
      "appliesTo": "1120A"
    },
    {
      "label": "Mark 1120B — length; no. bars req'd; type; A; B",
      "value": "13-8; 12; 2; 1; 13-8",
      "unit": "FT. IN.; ; ; ; FT. IN.",
      "appliesTo": "1120B"
    },
    {
      "label": "Mark 1121A — length; no. bars req'd; type",
      "value": "16-2; 6; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "1121A"
    },
    {
      "label": "Mark 1121B — length; no. bars req'd; type",
      "value": "14-2; 6; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "1121B"
    },
    {
      "label": "Mark 1121C — length; no. bars req'd; type",
      "value": "16-7; 6; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "1121C"
    },
    {
      "label": "Mark 1121D — length; no. bars req'd; type",
      "value": "14-8; 6; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "1121D"
    },
    {
      "label": "Mark 1122 — length; no. bars req'd; type; A; G; B",
      "value": "45-4; 8; 10; 1; 1; 42-2",
      "unit": "FT. IN.; ; ; ; ; FT. IN.",
      "appliesTo": "1122"
    },
    {
      "label": "Mark 1123 — length; no. bars req'd; type",
      "value": "42-2; 8; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "1123"
    },
    {
      "label": "No. of loc.",
      "value": "1",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Mark 430 — length; no. bars req'd; type",
      "value": "11-2; 56; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "430"
    },
    {
      "label": "Mark 431 — length; no. bars req'd; type; B; C; D",
      "value": "4-5; 44; 2; 1-9; 1-4; 1-4",
      "unit": "FT. IN.; ; ; FT. IN.; FT. IN.; FT. IN.",
      "appliesTo": "431"
    },
    {
      "label": "Mark 530 — length; no. bars req'd; type",
      "value": "42-2; 2; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "530"
    },
    {
      "label": "Mark 531 — length; no. bars req'd; type; A; G; B; C",
      "value": "16-2; 59; 25; 4; 4; 3-11; 3-8",
      "unit": "FT. IN.; ; ; ; ; FT. IN.; FT. IN.",
      "appliesTo": "531"
    },
    {
      "label": "Mark 532 — length; no. bars req'd; type; A; G; B; C",
      "value": "10-4; 28; 25; 4; 4; 1-0; 3-8",
      "unit": "FT. IN.; ; ; ; ; FT. IN.; FT. IN.",
      "appliesTo": "532"
    },
    {
      "label": "Mark 630 — length; no. bars req'd; type; A; G; B; C",
      "value": "13-9; 106; 25; 4; 4; 3-2; 3-2",
      "unit": "FT. IN.; ; ; ; ; FT. IN.; FT. IN.",
      "appliesTo": "630"
    },
    {
      "label": "Mark 631 — length; no. bars req'd; type; A; G; B; C",
      "value": "8-1; 106; 00; 5; 5; 0-9; 1-0",
      "unit": "FT. IN.; ; ; ; ; FT. IN.; FT. IN.",
      "appliesTo": "631"
    },
    {
      "label": "Mark 930 — length; no. bars req'd; type; A; G; B",
      "value": "15-2; 72; 10; 1; 1; 12-8",
      "unit": "FT. IN.; ; ; ; ; FT. IN.",
      "appliesTo": "930"
    },
    {
      "label": "Mark 1130A — length; no. bars req'd; type; A; B",
      "value": "15-8; 12; 2; 1; 15-8",
      "unit": "FT. IN.; ; ; ; FT. IN.",
      "appliesTo": "1130A"
    },
    {
      "label": "Mark 1130B — length; no. bars req'd; type; A; B",
      "value": "13-8; 12; 2; 1; 13-8",
      "unit": "FT. IN.; ; ; ; FT. IN.",
      "appliesTo": "1130B"
    },
    {
      "label": "Mark 1131A — length; no. bars req'd; type",
      "value": "16-2; 6; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "1131A"
    },
    {
      "label": "Mark 1131B — length; no. bars req'd; type",
      "value": "14-2; 6; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "1131B"
    },
    {
      "label": "Mark 1131C — length; no. bars req'd; type",
      "value": "16-8; 6; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "1131C"
    },
    {
      "label": "Mark 1131D — length; no. bars req'd; type",
      "value": "14-9; 6; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "1131D"
    },
    {
      "label": "Mark 1132 — length; no. bars req'd; type; A; G; B",
      "value": "45-4; 8; 10; 1; 1; 42-2",
      "unit": "FT. IN.; ; ; ; ; FT. IN.",
      "appliesTo": "1132"
    },
    {
      "label": "Mark 1133 — length; no. bars req'd; type",
      "value": "42-2; 8; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "1133"
    },
    {
      "label": "No. of loc.",
      "value": "1",
      "unit": "",
      "appliesTo": "BENT 4 LEFT"
    },
    {
      "label": "Mark 440 — length; no. bars req'd; type; A; G; B; C; D",
      "value": "6-9; 24; 32; 5; 5; 2-8; 1-8; 1-8",
      "unit": "FT. IN.; ; ; ; ; FT. IN.; FT. IN.; FT. IN.",
      "appliesTo": "440"
    },
    {
      "label": "Mark 441 — length; no. bars req'd; type; A; G; B; C",
      "value": "9-5; 43; 25; 4; 4; 2-8; 1-8",
      "unit": "FT. IN.; ; ; ; ; FT. IN.; FT. IN.",
      "appliesTo": "441"
    },
    {
      "label": "Mark 442 — length; no. bars req'd; type",
      "value": "43-9; 2; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "442"
    },
    {
      "label": "Mark 443A — length; no. bars req'd; type",
      "value": "5-0; 10; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "443A"
    },
    {
      "label": "Mark 443B — length; no. bars req'd; type",
      "value": "3-0; 6; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "443B"
    },
    {
      "label": "Mark 444 — length; no. bars req'd; type",
      "value": "2-8; 10; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "444"
    },
    {
      "label": "Mark 445A — length; no. bars req'd; type",
      "value": "6-3; 10; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "445A"
    },
    {
      "label": "Mark 445B — length; no. bars req'd; type",
      "value": "2-2; 2; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "445B"
    },
    {
      "label": "Mark 445C — length; no. bars req'd; type",
      "value": "2-7; 2; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "445C"
    },
    {
      "label": "Mark 540A — length; no. bars req'd; type",
      "value": "4-4; 10; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "540A"
    },
    {
      "label": "Mark 540B — length; no. bars req'd; type",
      "value": "5-2; 8; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "540B"
    },
    {
      "label": "Mark 541 — length; no. bars req'd; type",
      "value": "4-3; 10; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "541"
    },
    {
      "label": "Mark 1040 — length; no. bars req'd; type",
      "value": "43-9; 4; 1",
      "unit": "FT. IN.; ;",
      "appliesTo": "1040"
    }
  ],
  "notes": [],
  "labels": [
    "LOCATION",
    "NO. OF LOC.",
    "MARK",
    "LENGTH",
    "NO. BARS REQ'D.",
    "TYPE",
    "A",
    "G",
    "B",
    "C",
    "D",
    "E",
    "F",
    "H",
    "J",
    "K",
    "N",
    "Θ",
    "FT.",
    "IN."
  ],
  "description": "This crop is a portion of a reinforcing-bar schedule table for BENT 2 LEFT, BENT 3 LEFT, and BENT 4 LEFT. It lists bar marks, bar lengths, required quantities, bar types, and scheduled dimensions in columns A through N; only columns through part of the right side of the table are visible."
}

p20_r01 bar reinforcing schedule 2Table

  • BentBENT 2 LEFT×1Location heading in reinforcing-bar schedule.
  • BentBENT 3 LEFT×1Location heading in reinforcing-bar schedule.
  • BentBENT 4 LEFT×1Location heading in reinforcing-bar schedule.

1 No. of loc.11-2; 48; 1 FT. IN.; ; Mark 420 — length; no. bars req'd; type4-5; 44; 2; 1-9; 1-4; 1-4 FT. IN.; ; ; FT. IN.; FT. IN.; FT. IN. Mark 421 — length; no. bars req'd; type; B; C; D42-2; 2; 1 FT. IN.; ; Mark 520 — length; no. bars req'd; type16-2; 59; 25; 4; 4; 3-11; 3-8 FT. IN.; ; ; ; ; FT. IN.; FT. IN. Mark 521 — length; no. bars req'd; type; A; G; B; C10-4; 28; 25; 4; 4; 1-0; 3-8 FT. IN.; ; ; ; ; FT. IN.; FT. IN. Mark 522 — length; no. bars req'd; type; A; G; B; C13-9; 106; 25; 4; 4; 3-2; 3-2 FT. IN.; ; ; ; ; FT. IN.; FT. IN. Mark 620 — length; no. bars req'd; type; A; G; B; C8-1; 106; 00; 5; 5; 0-9; 1-0 FT. IN.; ; ; ; ; FT. IN.; FT. IN. Mark 621 — length; no. bars req'd; type; A; G; B; C+40 more