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Deck Slab

8 pages · 31 crops · ×28 · deck

Matched toDeck Slabbridge.superstructure.deck_system.deck_slabon “Deck Slab

2 read off the drawings · 1 derived · 2 not established
The class asks forValueHowFrom
LengthLwants m/mmnot establishedThe readings provide deck widths and various offsets/partial dimensions, but do not explicitly establish a longitudinal deck-slab length for SPAN 2 or SPAN 3. The 22'-0" dimensions are identified as construction-centerline-to-PGL dimensions, not deck length.not found
WidthWwants m/mmSPAN 2: 82'-0"; SPAN 3: 55'-0" ft-inThe SPAN 2 deck plan directly labels the overall deck width as 82'-0". The SPAN 3 deck plan directly labels the overall deck width as 55'-0".readp5 · p05_r01 deck planp6 · p06_r01 deck plan
ThicknessTwants m/mm7¾″ between beams; 8″ in overhangs inThe section and note state: maintain a constant slab thickness of 7¾″ between beams and 8″ in the overhangs. These are slab dimensions, distinct from the separate D dimensions measured from top of slab to top of beams.readp7 · p07_r01 section thru slabp9 · p09_r02 section thru slab
Instance CountNwants count3 countSPAN 2 deck-plan areas: 2 + SPAN 3 deck: 1 = 3The SPAN 2 plan identifies two bridge-deck plan areas, and the SPAN 3 plan identifies one deck. Adding the explicitly stated plan-area counts gives three deck slab instances.derivedp5 · p05_r01 deck planp6 · p06_r01 deck plan
Concrete Gradefcknot establishedThe readings identify the deck slab as reinforced concrete but do not state a concrete strength class, concrete grade, or fck value.not found

Worked out by openai/gpt-5.6-terra-pro from the readings below, which are the source. A derived value shows its arithmetic — check it against the drawing before it is priced.

How the sheets named it

Bridge deck slabsbridge deckslabDeckdeckBridge deckbridge deck slabSPAN 2SPAN 3

Every dimension read for it149

  • 55'-0"overall deck width, upper deckp4 · p04_r01
  • 18'-4"deck-width division, upper deckp4 · p04_r01
  • 18'-4"deck-width division, upper deckp4 · p04_r01
  • 18'-4"deck-width division, upper deckp4 · p04_r01
  • 1'-0"upper deck edge offsetp4 · p04_r01
  • 40'-0"upper deck gutter-to-gutter widthp4 · p04_r01
  • 43'-7"upper deck out-to-out widthp4 · p04_r01
  • 1'-9½"upper deck gutter edge offsetp4 · p04_r01
  • 1'-9½"upper deck gutter edge offsetp4 · p04_r01
  • 81°-20'-05.0"upper deck skew anglep4 · p04_r01
  • 1'-0"upper deck offsetp4 · p04_r01
  • 17'-4⅚"upper deck transverse divisionp4 · p04_r01
  • 17'-5¼"upper deck transverse divisionp4 · p04_r01
  • 17'-5¼"upper deck transverse divisionp4 · p04_r01
  • 52'-2⅓?"upper deck skew lengthp4 · p04_r01
  • 22'-0"distance from CONSTRUCTION ℄ SR 21 to PGL WESTBOUNDp4 · p04_r01
  • N 83°-43'-21.7" Ebearingp4 · p04_r01
  • 51'-8⅜"upper deck dimensionp4 · p04_r01
  • 17'-2³⁄₁₆"upper deck transverse divisionp4 · p04_r01
  • 17'-2³⁄₁₆"upper deck transverse divisionp4 · p04_r01
  • 17'-2¾"upper deck transverse divisionp4 · p04_r01
  • 1'-0"lower deck edge offsetp4 · p04_r01
  • 40'-0"lower deck gutter-to-gutter widthp4 · p04_r01
  • 43'-7"lower deck out-to-out widthp4 · p04_r01
  • 1'-9½"lower deck gutter edge offsetp4 · p04_r01
  • 1'-9½"lower deck gutter edge offsetp4 · p04_r01
  • 22'-0"distance from CONSTRUCTION ℄ SR 21 to PGL EASTBOUNDp4 · p04_r01
  • 81°-20'-05.0"lower deck skew anglep4 · p04_r01
  • 55'-0"overall deck width, lower deckp4 · p04_r01
  • 18'-4"deck-width division, lower deckp4 · p04_r01
  • 18'-4"deck-width division, lower deckp4 · p04_r01
  • 18'-4"deck-width division, lower deckp4 · p04_r01
  • 1'-0"lower deck edge offsetp4 · p04_r01
  • 82'-0"overall deck widthp5 · p05_r01 deck plan
  • 16'-4½"deck-width segmentp5 · p05_r01 deck plan
  • 16'-6"deck-width end segmentp5 · p05_r01 deck plan
  • 43'-7"out-to-out dimensionp5 · p05_r01 deck plan
  • 22'-0"out-to-out dimensionp5 · p05_r01 deck plan
  • 1'-9½"end offset dimensionp5 · p05_r01 deck plan
  • 82'-0"Overall deck widthp5 · p05_r01
  • 16'-4½"Deck width segmentp5 · p05_r01
  • 16'-6"Deck width end segmentp5 · p05_r01
  • 3'-0"End offsetp5 · p05_r01
  • 2'-0"End offsetp5 · p05_r01
  • 2'-0"Minimum lapnot attributedp5 · p05_r01
  • 5'-0"Dimension at marked locationsp5 · p05_r01
  • 40'-0"Gutter-to-gutter widthp5 · p05_r01
  • 43'-7"Out-to-out widthp5 · p05_r01
  • 1'-9½"Outer offsetp5 · p05_r01
  • 22'-0"Longitudinal dimensionp5 · p05_r01
  • 81°-20'-05.0"Skew anglep5 · p05_r01
  • 5'-0"dimension at circled symbolsnot attributedp6 · p06_r01 deck plan
  • 40'-0"gutter to gutterp6 · p06_r01 deck plan
  • 43'-7"out to outp6 · p06_r01 deck plan
  • 55'-0"Overall deck widthp6 · p06_r01
  • 18'-4"Deck-width segmentp6 · p06_r01
  • 18'-4"Deck-width segmentp6 · p06_r01
  • 18'-4"Deck-width segmentp6 · p06_r01
  • 40'-0"Gutter to gutterp6 · p06_r01
  • 43'-7"Out to outp6 · p06_r01
  • 1'-9½"Edge depthp6 · p06_r01
  • 81°-20'-05.0"Anglep6 · p06_r01
  • 17'-2¾"Intermediate deck widthp6 · p06_r01
  • 17'-2¹³⁄₁₆"Intermediate deck widthp6 · p06_r01
  • 51'-8⅜"Intermediate overall widthp6 · p06_r01
  • 22'-0"Bridge deck lengthp6 · p06_r01
  • N 83°-43'-21.7" E.Bearingp6 · p06_r01
  • 52'-2¹³⁄₁₆"Intermediate overall widthp6 · p06_r01
  • 17'-5¼"Intermediate deck widthp6 · p06_r01
  • 17'-5¼"Intermediate deck widthp6 · p06_r01
  • 17'-4⁵⁄₁₆"Intermediate deck widthp6 · p06_r01
  • 22'-0"Bridge deck lengthp6 · p06_r01
  • 81°-20'-05.0"Anglep6 · p06_r01
  • 18'-4"Deck-width segmentp6 · p06_r01
  • 18'-4"Deck-width segmentp6 · p06_r01
  • 18'-4"Deck-width segmentp6 · p06_r01
  • 55'-0"Overall deck widthp6 · p06_r01
  • 1'-9½"Edge depthp6 · p06_r01
  • 40'-0"Gutter to gutterp6 · p06_r01
  • 43'-7"Out to outp6 · p06_r01
  • 2¼″ CL.Cover / clearancep7 · p07_r01 section thru slab
  • 7¾″Slab thicknessp7 · p07_r01 section thru slab
  • 1″ CL.Cover / clearancep7 · p07_r01 section thru slab
  • 2%Deck cross slopep7 · p07_r01 section thru slab
  • 2% %slab slopep7 · p07_r05 section thru slab
  • 8”deck thickness, typicalp7 · p07_r06 8 typ
  • 2%deck cross slopep7 · p07_r06 8 typ
  • 28 DAYConcrete strength agep7 · p07_r08 notes
  • 7 3/4" inConstant slab thickness between beamsp7 · p07_r01
  • 8" inSlab thickness in overhangsp7 · p07_r01
  • 43'-7" ft-inOverall width, out to outp7 · p07_r01
  • 40'-0" ft-inGutter to gutter widthp7 · p07_r01
  • 34'-0" ft-inWidthp7 · p07_r01
  • 6'-0" ft-inWidthp7 · p07_r01
  • 22'-0" ft-inWidthp7 · p07_r01
  • 14'-2 1/2" ft-inWidthp7 · p07_r01
  • 1 1/2" inEdge offsetp7 · p07_r01
  • 1'-8" ft-inEdge offsetp7 · p07_r01
  • 2% %Deck cross slopep7 · p07_r01
  • 2 3/4" inCoverp7 · p07_r01
  • 1" inClear coverp7 · p07_r01
  • 2" inDimension, partial lower-right viewnot attributedp7 · p07_r01
  • 2%cross slopep7 · p07_r05
  • 2%slopep7 · p07_r06
  • 2%deck slopep8 · p08_r01 for further details see georgia dot spec
  • 2%deck slopep8 · p08_r01
  • 7¾″Slab thickness between beamsp9 · p09_r01 deflection and vertical curve
  • 8″Slab thickness in overhangsp9 · p09_r01 deflection and vertical curve
  • 7¾″slab thickness between beamsp9 · p09_r02 section thru slab
  • 8″slab thickness in overhangsp9 · p09_r02 section thru slab
  • 43′-7″out to out widthp9 · p09_r02 section thru slab
  • 22′-0″widthp9 · p09_r02 section thru slab
  • 40′-0″gutter to gutter widthp9 · p09_r02 section thru slab
  • 34′-0″widthp9 · p09_r02 section thru slab
  • 6′-0″widthp9 · p09_r02 section thru slab
  • 1′-8″edge offsetp9 · p09_r02 section thru slab
  • 1½″edge offsetp9 · p09_r02 section thru slab
  • 8″slab/overhang depthp9 · p09_r02 section thru slab
  • 3′-0″minimum dimensionp9 · p09_r02 section thru slab
  • 2¾″clear coverp9 · p09_r02 section thru slab
  • 2%slopep9 · p09_r02 section thru slab
  • 1″clear coverp9 · p09_r02 section thru slab
  • 2%deck cross slopep9 · p09_r06 face of beam typ
  • 7¾″slab thickness between beamsp9 · p09_r01
  • 8″slab thickness in overhangsp9 · p09_r01
  • 43'-7"overall width, OUT TO OUTp9 · p09_r02
  • 40'-0"width, GUTTER TO GUTTERp9 · p09_r02
  • 34'-0"width from PGL to left edgep9 · p09_r02
  • 6'-0"width from PGL to right edgep9 · p09_r02
  • 22'-0"width from PGL to right out-to-out edgep9 · p09_r02
  • 1½"edge offsetp9 · p09_r02
  • 2%deck slopep9 · p09_r02
  • 7¾"slab thickness between beamsp9 · p09_r02
  • 8"slab thickness in overhangsp9 · p09_r02
  • 2¼"clear coverp9 · p09_r02
  • 1"clear coverp9 · p09_r02
  • 8”horizontal dimensionnot attributedp9 · p09_r03
  • 1’-0½”horizontal dimensionnot attributedp9 · p09_r03
  • 1’-0½”horizontal dimensionnot attributedp9 · p09_r03
  • 8”horizontal dimensionnot attributedp9 · p09_r03
  • 8”vertical dimensionnot attributedp9 · p09_r03
  • 1½”clear dimension, 3 sidesnot attributedp9 · p09_r03
  • 1’-0”horizontal dimensionnot attributedp9 · p09_r03
  • 1’-0”horizontal dimensionnot attributedp9 · p09_r03
  • 1”preformed joint filler thicknessnot attributedp9 · p09_r03
  • 3’-0”vertical dimensionnot attributedp9 · p09_r03
  • 2”vertical dimensionnot attributedp9 · p09_r03
  • 2%deck slopep9 · p09_r06
  • 28 DAYconcrete strength agep9 · p09_r08

Notes on the sheets that carry it

  • p43'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
  • p48" FILLET, TYP.
  • p481°-20'-05.0", TYP.
  • p410" CONCRETE DIAPHRAGM, TYP.
  • p41'-0" EDGEBEAM, TYP.
  • p412" PAVING REST
  • p41'-6" ENDWALL
  • p4FENCE POST SPACING
  • p4CONSTRUCTION ℄ SR 21
  • p52'-0" MIN. LAP **
  • p55. 2-600 (10'-0" LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3.
  • p56. LAP IN BARS SHALL BE STAGGERED AND ALTERNATED TO MAXIMIZE THE DISTANCE BETWEEN ADJACENT SPLICES.
  • p7DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN END BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.
  • p7MAIN A CONSTANT SLAB THICKNESS OF 7¾″ BETWEEN BEAMS AND 8″ IN THE OVERHANGS.
  • p7“D” = 8¾″ INTERIOR BEAMS
  • p7“D” = 9⅝″ EXTERIOR BEAMS
  • p7FENCE NOT SHOWN, TYP.
  • p730-400A SPACED AS SHOWN
  • p7502 AT EVERY 500A, TYP.
  • p7500A AT 6½″
  • p7501 UNDER EVERY 500A
  • p76-400A AT EQ. SPS.
  • p714-400A AT EQUAL SPACES, TYP.
  • p7REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
  • p7℄ ¾″ TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.
  • p758-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)
  • p7AT EQUAL SPACES
  • p71" DIAMETER PLAIN BAR
  • p7POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.
  • p7NOTE: BEARING PADS NOT SHOWN
  • p7DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH.
  • p7DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.
  • p7MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4" BETWEEN BEAMS AND 8" IN THE OVERHANGS.
  • p7“D” = 8 3/4" INTERIOR BEAMS
  • p7“D” = 9 5/8" EXTERIOR BEAMS
  • p7500A AT 6 1/2"
  • p73/4" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.
  • p8NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN
  • p8FENCE NOTES:
  • p81. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.

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

Page 4

crop

p04_r01 deck plan

page 4 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p04_r01_deck_plan
Original
p04_r01 deck plan
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck slabs",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two parallel deck areas are shown, identified by PGL WESTBOUND and PGL EASTBOUND."
    },
    {
      "name": "Beams",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "long rectangular members in plan",
      "material": "",
      "count": 12,
      "note": "Beam centerlines numbered 1 through 12 are visible."
    },
    {
      "name": "Endwalls",
      "tag": "",
      "shape": "straight skewed endwall",
      "material": "",
      "count": 2,
      "note": "Callouts identify endwalls at the exterior ends of the two deck areas."
    },
    {
      "name": "Edgebeams",
      "tag": "",
      "shape": "longitudinal straight",
      "material": "",
      "count": 4,
      "note": "Shown along the outside deck edges; callout states 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "Concrete diaphragms",
      "tag": "",
      "shape": "transverse rectangular",
      "material": "concrete",
      "count": 2,
      "note": "Each is called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "B.F.P.R. bent",
      "tag": "B.F.P.R. BENT 1",
      "shape": "transverse straight",
      "material": "",
      "count": 2,
      "note": "One is shown at the ℄ BEAM 4 area and one at the ℄ BEAM 10 area."
    },
    {
      "name": "Paving rests",
      "tag": "",
      "shape": "longitudinal straight",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "Fence posts",
      "tag": "END POST",
      "shape": "point/circular post symbols",
      "material": "",
      "count": null,
      "note": "End-post and intermediate fence-post locations are indicated along the deck edges; dimensions are labeled FENCE POST SPACING."
    },
    {
      "name": "Reinforcement",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "400A callouts are shown within both deck areas."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fence-post offset",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "fence-post offset",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "outside offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "end-post offset",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post"
    },
    {
      "label": "post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "6'-8⅓⁄₁₆\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "dimension",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "overall dimension",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "construction ℄ SR 21"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "construction ℄ SR 21"
    },
    {
      "label": "dimension",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "between deck areas"
    },
    {
      "label": "dimension",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "between deck areas"
    },
    {
      "label": "dimension",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "between deck areas"
    },
    {
      "label": "dimension",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "between deck areas"
    },
    {
      "label": "separation",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "between deck areas"
    },
    {
      "label": "end-post offset",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "post spacing",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "fence-post offset",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "fence-post offset",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "lower deck fence post spacing"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "outside offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    }
  ],
  "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",
    "CONSTRUCTION ℄ SR 21"
  ],
  "labels": [
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "SPAN I",
    "DECK PLAN",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "I2-502A",
    "I2-502B",
    "I2-502C",
    "END POST"
  ],
  "description": "This crop is the SPAN I DECK PLAN for a skewed bridge deck arrangement with separate westbound and eastbound deck areas. It shows beam centerlines 1 through 12, endwalls, edgebeams, paving rests, B.F.P.R. Bent 1 locations, concrete diaphragm locations, deck reinforcement callouts, and fence-post spacing dimensions."
}

p04_r01 deck planPlan

  • Bridge deck slabs×2skewed rectangularTwo parallel deck areas are shown, identified by PGL WESTBOUND and PGL EASTBOUND.

55'-0" overall deck width18'-4" deck width division18'-4" deck width division18'-4" deck width division1'-0" offset9'-6" fence post spacing9'-6" fence post spacing9'-6" fence post spacing+64 more

crop

p04_r01

page 4 · other_p04_r01
Original
p04_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge deck",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan footprints are visible, identified by PGL WESTBOUND and PGL EASTBOUND."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Six beam centerlines are shown in each deck footprint."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callouts identify 3'-0\" endwalls outside exterior beams and 1'-6\" endwalls."
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": null,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "fence post",
      "tag": "*; **; END POST",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Posts and end posts are indicated along the deck edges; spacing dimensions are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Two 400A callouts are visible."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width, upper deck",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post offset at right",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper fence-post offset at right",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck gutter edge offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck gutter edge offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "upper deck skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck end-post offset",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck fence-post spacing",
      "value": "6'-8⅓?\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "upper deck offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-4⅚\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck skew length",
      "value": "52'-2⅓?\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "distance from CONSTRUCTION ℄ SR 21 to PGL WESTBOUND",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck dimension",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-2³⁄₁₆\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-2³⁄₁₆\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "upper deck transverse division",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck end-post offset",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post spacing",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post offset at right",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck fence-post offset at right",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower deck gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck gutter edge offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck gutter edge offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "distance from CONSTRUCTION ℄ SR 21 to PGL EASTBOUND",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "overall deck width, lower deck",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "deck-width division, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower deck edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "bridge deck"
    },
    {
      "label": "lower fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower fence-post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "lower fence-post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "FENCE POST SPACING"
  ],
  "labels": [
    "B.F.P.R. BENT 1",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "SPAN I",
    "DECK PLAN",
    "I2-502A",
    "I2-502B",
    "I2-502C"
  ],
  "description": "This crop is a deck plan for Span I, showing two skewed bridge deck footprints on opposite sides of CONSTRUCTION ℄ SR 21. The upper footprint is associated with PGL WESTBOUND and Beams 1 through 6; the lower footprint is associated with PGL EASTBOUND and Beams 7 through 12. The plan documents deck widths, skew geometry, beam layout, diaphragm callouts, endwalls, edgebeams, paving rests, and fence-post spacing."
}

p04_r01Plan

  • bridge deck×2skewed rectangularTwo adjacent deck-plan footprints are visible, identified by PGL WESTBOUND and PGL EASTBOUND.

55'-0" overall deck width, upper deck18'-4" deck-width division, upper deck18'-4" deck-width division, upper deck18'-4" deck-width division, upper deck1'-0" upper deck edge offset9'-6" upper fence-post spacing9'-6" upper fence-post spacing9'-6" upper fence-post spacing+61 more

Page 5

crop

p05_r01 deck plan

page 5 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p05_r01_deck_plan
Original
p05_r01 deck plan
{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge deck",
      "tag": "SPAN 2",
      "shape": "tapered trapezoidal plan area",
      "material": "",
      "count": 2,
      "note": "Two deck-plan areas are shown, one above and one below the construction centerline."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "longitudinal straight members",
      "material": "",
      "count": 12,
      "note": "Six beams are shown in each deck-plan area."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "longitudinal edge member",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP. at the outside beam lines."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "transverse rectangular diaphragm",
      "material": "concrete",
      "count": 2,
      "note": "Shown at the center of each deck-plan area; callout states 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "deck fillet",
      "tag": "",
      "shape": "linear fillet",
      "material": "",
      "count": null,
      "note": "Called out as 8\" FILLET, TYP."
    },
    {
      "name": "fence posts",
      "tag": "",
      "shape": "linear posts along deck edges",
      "material": "",
      "count": null,
      "note": "Post locations are dimensioned under the label FENCE POST SPACING."
    },
    {
      "name": "reinforcement",
      "tag": "400B",
      "shape": "linear bar callout",
      "material": "",
      "count": 2,
      "note": "One callout is visible in each deck-plan area."
    },
    {
      "name": "reinforcement",
      "tag": "400C",
      "shape": "linear bar callout",
      "material": "",
      "count": 2,
      "note": "One callout is visible in each deck-plan area."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "SPAN 2"
    },
    {
      "label": "deck-width segment",
      "value": "16'-4½\"",
      "unit": "",
      "appliesTo": "SPAN 2"
    },
    {
      "label": "deck-width end segment",
      "value": "16'-6\"",
      "unit": "",
      "appliesTo": "SPAN 2"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "9'-10½\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end fence-post offset",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end fence-post offset",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "edge beam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "fillet size",
      "value": "8\"",
      "unit": "",
      "appliesTo": "deck fillet"
    },
    {
      "label": "beam skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "beams"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "minimum lap",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "400C"
    },
    {
      "label": "fence-post dimension",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "gutter dimension",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "gutter"
    },
    {
      "label": "out-to-out dimension",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "out-to-out dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "end offset dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "construction centerline skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "bearing/direction angle",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    }
  ],
  "notes": [
    "8\" FILLET, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "81°-20'-05.0\", TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "2'-0\" MIN. LAP **",
    "FENCE POST SPACING"
  ],
  "labels": [
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "SPAN 2",
    "DECK PLAN",
    "400B",
    "400C",
    "12-502D",
    "12-502E"
  ],
  "description": "This crop is a deck plan for Span 2, showing two tapered deck-plan areas separated by the construction centerline of SR 21. It identifies twelve beam centerlines, edge beams, central concrete diaphragms, deck fillets, fence-post spacing, PGL westbound and eastbound, and associated reinforcement/detail callouts."
}

p05_r01 deck planPlan

  • bridge deckSPAN 2×2tapered trapezoidal plan areaTwo deck-plan areas are shown, one above and one below the construction centerline.

82'-0" overall deck width16'-4½" deck-width segment16'-6" deck-width end segment9'-6" fence post spacing9'-10½" fence post spacing3'-0" end fence-post offset2'-0" end fence-post offset1'-0" edge beam width+11 more

crop

p05_r04 notes

page 5 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p05_r04_notes
Original
p05_r04 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcement bars",
      "tag": "400 BARS",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Located in top of slab; pairs referenced in Note 5."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-600",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Placed between each pair of 400 BARS over intermediate BENTS 2 AND 3."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab referenced."
    },
    {
      "name": "intermediate bents",
      "tag": "BENTS 2 AND 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Length",
      "value": "10'-0\"",
      "unit": "",
      "appliesTo": "2-600"
    }
  ],
  "notes": [
    "5. 2-600 (10'-0\" LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3.",
    "6. LAP IN BARS SHALL BE STAGGERED AND ALTERNATED TO MAXIMIZE THE DISTANCE BETWEEN ADJACENT SPLICES."
  ],
  "labels": [],
  "description": "This crop is a reinforcement notes block containing Notes 5 and 6. It documents additional bars in the top of slab over intermediate Bents 2 and 3 and requirements for staggering and alternating bar lap splices."
}

p05_r04 notesNotes

  • slabTop of slab referenced.

10'-0" Length

crop

p05_r01

page 5 · other_p05_r01
Original
p05_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "Deck",
      "tag": "",
      "shape": "trapezoidal plan outline",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan areas are visible, separated at the CONSTRUCTION ℄ SR 21 line."
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 1-12",
      "shape": "parallel rectangular plan lines",
      "material": "",
      "count": 12,
      "note": "Beams 1 through 6 are shown in the upper deck area and Beams 7 through 12 in the lower deck area."
    },
    {
      "name": "Edgebeam",
      "tag": "",
      "shape": "longitudinal edge member",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "transverse rectangular strip",
      "material": "concrete",
      "count": 4,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP.; two diaphragm locations are visible in each deck area."
    },
    {
      "name": "Fillet",
      "tag": "",
      "shape": "edge fillet",
      "material": "",
      "count": null,
      "note": "Called out as 8\" FILLET, TYP."
    },
    {
      "name": "Fence post",
      "tag": "",
      "shape": "circular plan symbol",
      "material": "",
      "count": null,
      "note": "Posts are indicated along the transverse deck edges; spacing is labeled FENCE POST SPACING."
    }
  ],
  "measurements": [
    {
      "label": "Overall deck width",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Deck width segment",
      "value": "16'-4½\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Deck width end segment",
      "value": "16'-6\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-10½\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "End offset",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "End offset",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Edgebeam"
    },
    {
      "label": "Fillet size",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Fillet"
    },
    {
      "label": "Concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Concrete diaphragm"
    },
    {
      "label": "Minimum lap",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension at marked locations",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Outer offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Longitudinal dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    }
  ],
  "notes": [
    "8\" FILLET, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "2'-0\" MIN. LAP",
    "81°-20'-05.0\", TYP.",
    "FENCE POST SPACING"
  ],
  "labels": [
    "CONSTRUCTION ℄ SR 21",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "400B",
    "400C",
    "I2-502D",
    "I2-502E",
    "SPAN 2",
    "DECK PLAN"
  ],
  "description": "This crop is a deck plan for Span 2, showing two adjacent trapezoidal deck areas at the CONSTRUCTION ℄ SR 21 line. It identifies centerlines for Beams 1 through 12, edgebeams, concrete diaphragms, fillets, fence-post spacing, PGL WESTBOUND, and PGL EASTBOUND."
}

p05_r01Plan

  • Deck×2trapezoidal plan outlineTwo adjacent deck-plan areas are visible, separated at the CONSTRUCTION ℄ SR 21 line.

82'-0" Overall deck width16'-4½" Deck width segment16'-6" Deck width end segment9'-6" Fence post spacing9'-10½" Fence post spacing3'-0" End offset2'-0" End offset1'-0" Edgebeam width+10 more

Page 6

crop

p06_r01 deck plan

page 6 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p06_r01_deck_plan
Original
p06_r01 deck plan
{
  "view": "Plan",
  "objects": [
    {
      "name": "deck",
      "tag": "SPAN 3",
      "shape": "tapered quadrilateral",
      "material": "",
      "count": 1,
      "note": "Deck plan shown in two roadway portions separated at the construction centerline."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Beams 1-6 are in the upper portion and Beams 7-12 are in the lower portion."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP. at the left outside beam line of each portion."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Endwalls are called out at the exterior beam ends."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "linear",
      "material": "concrete",
      "count": 2,
      "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": "fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Called out as 8\" FILLET, TYP."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "point/circular symbol",
      "material": "",
      "count": null,
      "note": "Fence-post locations and spacing are shown along the deck ends."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "SPAN 3 deck"
    },
    {
      "label": "deck width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3 deck"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end spacing",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "dimension at circled symbols",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "gutter-to-outside dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck edge/gutter"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "construction centerline to PGL westbound",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "PGL WESTBOUND"
    },
    {
      "label": "construction centerline to PGL eastbound",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "PGL EASTBOUND"
    },
    {
      "label": "fence-post spacing segment",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence-post spacing segment",
      "value": "6'-8³⁄₁₆\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence-post spacing segment",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence-post spacing segment",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end post spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "end post spacing",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "upper intermediate dimension",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "upper deck portion"
    },
    {
      "label": "upper intermediate dimension",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "upper deck portion"
    },
    {
      "label": "upper overall intermediate dimension",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "upper deck portion"
    },
    {
      "label": "construction centerline dimension",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "lower intermediate dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "lower deck portion"
    },
    {
      "label": "lower intermediate dimension",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "lower deck portion"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck/skew line"
    },
    {
      "label": "bearing/orientation angle",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "construction centerline"
    }
  ],
  "notes": [
    "FENCE POST SPACING",
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL"
  ],
  "labels": [
    "C BEAM 1",
    "C BEAM 2",
    "C BEAM 3",
    "C BEAM 4",
    "C BEAM 5",
    "C BEAM 6",
    "C BEAM 7",
    "C BEAM 8",
    "C BEAM 9",
    "C BEAM 10",
    "C BEAM 11",
    "C BEAM 12",
    "B.F.P.R. BENT 4",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "12-502A",
    "12-502B",
    "12-502C",
    "400A",
    "SPAN 3",
    "DECK PLAN"
  ],
  "description": "This crop is the Span 3 deck plan for a bridge, showing a skewed deck arranged in upper and lower portions about the construction centerline of SR 21. It identifies Beams 1 through 12, endwalls, edgebeams, concrete diaphragms, paving rests, fence-post spacing, PGL westbound and eastbound, and deck dimensions."
}

p06_r01 deck planPlan

  • deckSPAN 3×1tapered quadrilateralDeck plan shown in two roadway portions separated at the construction centerline.

55'-0" overall deck width18'-4" deck width segment6'-6" fence post spacing9'-6" fence post spacing1'-0" end spacing3'-0" endwall outside exterior beam1'-6" endwall12" paving rest+23 more

crop

p06_r01

page 6 · other_p06_r01
Original
p06_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck",
      "tag": "SPAN 3",
      "shape": "tapered trapezoidal plan outline",
      "material": "",
      "count": 1,
      "note": "Deck plan bounded by endwalls and exterior beam lines."
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "rectangular plan lines",
      "material": "",
      "count": 12,
      "note": "Beams 1-6 are shown on the westbound side of Bent 4 and Beams 7-12 on the eastbound side."
    },
    {
      "name": "Bent",
      "tag": "B.F.P.R. BENT 4",
      "shape": "transverse line",
      "material": "",
      "count": 1,
      "note": "Bent reference line crosses the deck plan between Beam 6 and Beam 7."
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Called out as 1'-6\" ENDWALL at the outer ends; outside exterior-beam endwall condition is also shown."
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "rectangular transverse strip",
      "material": "concrete",
      "count": 2,
      "note": "10\" CONCRETE DIAPHRAGM, TYP. shown at the center of each half of the span."
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "rectangular longitudinal strip",
      "material": "",
      "count": 2,
      "note": "12\" PAVING REST shown along the exterior side."
    },
    {
      "name": "Fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "8\" FILLET, TYP. at beam/endwall interfaces."
    },
    {
      "name": "Fence post",
      "tag": "* / ** / END POST",
      "shape": "point symbol",
      "material": "",
      "count": null,
      "note": "Posts are indicated along the deck edges; an END POST is labeled near the center-right edge."
    }
  ],
  "measurements": [
    {
      "label": "Overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Dimension at Beam 1 end",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1"
    },
    {
      "label": "Dimension at Beam 1 end",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1"
    },
    {
      "label": "Gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Edge depth",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Outside exterior beam endwall",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Endwall"
    },
    {
      "label": "Edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Edgebeam"
    },
    {
      "label": "Fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Fillet"
    },
    {
      "label": "Concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Concrete diaphragm"
    },
    {
      "label": "Endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Endwall"
    },
    {
      "label": "Paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Paving rest"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "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": "8'-9\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "End-post offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "Intermediate deck width",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate deck width",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate overall width",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Bridge deck length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate overall width",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate deck width",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate deck width",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate deck width",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Bridge deck length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-8¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "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": "8'-9\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "Outside exterior beam endwall",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Endwall"
    },
    {
      "label": "Edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Edgebeam"
    },
    {
      "label": "Fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Fillet"
    },
    {
      "label": "Concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Concrete diaphragm"
    },
    {
      "label": "Endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Endwall"
    },
    {
      "label": "Paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Paving rest"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Dimension at Beam 12 end",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "℄ BEAM 12"
    },
    {
      "label": "Dimension at Beam 12 end",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "℄ BEAM 12"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Edge depth",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    }
  ],
  "notes": [
    "FENCE POST SPACING",
    "1'-0\" EDGEBEAM, TYP.",
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "1'-6\" ENDWALL",
    "12\" PAVING REST",
    "81°-20'-05.0\", TYP.",
    "CONSTRUCTION ℄ SR 21"
  ],
  "labels": [
    "12-502A",
    "12-502B",
    "12-502C",
    "400A",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "SPAN 3",
    "DECK PLAN"
  ],
  "description": "This crop is the Span 3 deck plan for a bridge, showing the plan geometry from the westbound side through Bent 4 to the eastbound side. It identifies twelve beam centerlines, deck-edge fence-post spacing, endwalls, fillets, paving rests, and typical concrete diaphragms."
}

p06_r01Plan

  • Bridge deckSPAN 3×1tapered trapezoidal plan outlineDeck plan bounded by endwalls and exterior beam lines.

55'-0" Overall deck width18'-4" Deck-width segment18'-4" Deck-width segment18'-4" Deck-width segment6'-6" Fence post spacing9'-6" Fence post spacing9'-6" Fence post spacing9'-6" Fence post spacing+63 more

Page 7

crop

p07_r01 section thru slab

page 7 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p07_r01_section_thru_slab
Original
p07_r01 section thru slab
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped slab with overhangs",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section through slab supported on six beams."
    },
    {
      "name": "beams",
      "tag": "℄ BEAM 1–℄ BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Four interior and two exterior beams are visible."
    },
    {
      "name": "edge barrier / parapet",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One at each slab edge; required construction joint is called out at the right barrier."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out as not shown."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Called out full length of bridge, typical."
    },
    {
      "name": "slab reinforcement",
      "tag": "502",
      "shape": "linear bars",
      "material": "steel",
      "count": null,
      "note": "Called out at every 500A, typical."
    },
    {
      "name": "slab reinforcement",
      "tag": "30-400A",
      "shape": "linear bars",
      "material": "steel",
      "count": 30,
      "note": "Spaced as shown."
    },
    {
      "name": "slab reinforcement",
      "tag": "500A",
      "shape": "linear bars",
      "material": "steel",
      "count": null,
      "note": "Called out at 6½ in. spacing."
    },
    {
      "name": "slab reinforcement",
      "tag": "501",
      "shape": "linear bars",
      "material": "steel",
      "count": null,
      "note": "Under every 500A."
    },
    {
      "name": "beam reinforcement",
      "tag": "6-400A",
      "shape": "linear bars",
      "material": "steel",
      "count": 6,
      "note": "At equal spaces at each exterior beam."
    },
    {
      "name": "beam reinforcement",
      "tag": "14-400A",
      "shape": "linear bars",
      "material": "steel",
      "count": 14,
      "note": "At equal spaces, typical."
    }
  ],
  "measurements": [
    {
      "label": "Dimension “D”",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "Dimension “D”",
      "value": "9⅝″",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "Constant slab thickness",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "deck slab between beams"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "deck slab overhangs"
    },
    {
      "label": "Out to out",
      "value": "43′-7″",
      "unit": "",
      "appliesTo": "section width"
    },
    {
      "label": "Gutter to gutter",
      "value": "40′-0″",
      "unit": "",
      "appliesTo": "section width"
    },
    {
      "label": "",
      "value": "34′-0″",
      "unit": "",
      "appliesTo": "left portion of section width"
    },
    {
      "label": "",
      "value": "6′-0″",
      "unit": "",
      "appliesTo": "right portion of section width"
    },
    {
      "label": "",
      "value": "22′-0″",
      "unit": "",
      "appliesTo": "partial dimension at right of crop"
    },
    {
      "label": "",
      "value": "14′-2½″",
      "unit": "",
      "appliesTo": "partial dimension at right of crop"
    },
    {
      "label": "",
      "value": "1½″",
      "unit": "",
      "appliesTo": "slab edge dimension, each side"
    },
    {
      "label": "",
      "value": "1′-8″",
      "unit": "",
      "appliesTo": "slab edge/overhang dimension, each side"
    },
    {
      "label": "Slab reinforcement spacing",
      "value": "6½″",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "Cover / clearance",
      "value": "2¼″",
      "unit": "CL.",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Cover / clearance",
      "value": "1″",
      "unit": "CL.",
      "appliesTo": "deck slab"
    },
    {
      "label": "Deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Minimum dimension",
      "value": "3′-0″",
      "unit": "",
      "appliesTo": "right slab edge; TYP."
    },
    {
      "label": "Barrier / slab edge dimension",
      "value": "8″",
      "unit": "",
      "appliesTo": "right edge"
    },
    {
      "label": "Construction-joint-related dimension",
      "value": "3″",
      "unit": "",
      "appliesTo": "right barrier edge"
    },
    {
      "label": "Drip bead size",
      "value": "¾″",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "Exterior beam dimension",
      "value": "4⅜″",
      "unit": "",
      "appliesTo": "each exterior beam area"
    },
    {
      "label": "Typical dimension",
      "value": "3″",
      "unit": "",
      "appliesTo": "beam reinforcement locations"
    },
    {
      "label": "Exterior beam spacing",
      "value": "3′-0½″",
      "unit": "",
      "appliesTo": "from slab edge to ℄ BEAM 1 and ℄ BEAM 6"
    },
    {
      "label": "Beam spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "between beam centerlines"
    },
    {
      "label": "Reinforcement quantity",
      "value": "30",
      "unit": "",
      "appliesTo": "30-400A"
    },
    {
      "label": "Reinforcement quantity",
      "value": "6",
      "unit": "",
      "appliesTo": "6-400A"
    },
    {
      "label": "Reinforcement quantity",
      "value": "14",
      "unit": "",
      "appliesTo": "14-400A"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN END BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAIN A CONSTANT SLAB THICKNESS OF 7¾″ BETWEEN BEAMS AND 8″ IN THE OVERHANGS.",
    "“D” = 8¾″ INTERIOR BEAMS",
    "“D” = 9⅝″ EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "30-400A SPACED AS SHOWN",
    "502 AT EVERY 500A, TYP.",
    "500A AT 6½″",
    "501 UNDER EVERY 500A",
    "6-400A AT EQ. SPS.",
    "14-400A AT EQUAL SPACES, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "℄ ¾″ TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows a transverse cross section through the bridge deck slab, including the two edge barriers and six I-girders below. It documents slab geometry, beam spacing, deck reinforcement callouts, construction-joint and drip-bead requirements; a small portion of another detail is cropped at the lower right."
}

p07_r01 section thru slabCross Section

  • deck slab×1sloped slab with overhangsreinforced concreteSection through slab supported on six beams.

8¾″ Dimension “D”9⅝″ Dimension “D”7¾″ Constant slab thickness8″ Slab thickness in overhangs43′-7″ Out to out40′-0″ Gutter to gutter34′-0″6′-0″+20 more

crop

p07_r03 400 bars in top of slab over

page 7 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p07_r03_400_bars_in_top_of_slab_over
Original
p07_r03 400 bars in top of slab over
{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Longitudinal section through slab over intermediate bents."
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "flared pedestal",
      "material": "",
      "count": 2,
      "note": "Two bents are visible below the slab."
    },
    {
      "name": "barrier/parapet",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Partial barrier/parapet is visible at the left end of the crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "58-600",
      "shape": "circular sections",
      "material": "reinforcing steel",
      "count": null,
      "note": "Bars are shown in the slab; the callout refers to top-of-slab bars over intermediate bents."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement designation",
      "value": "58-600",
      "unit": "",
      "appliesTo": "top-of-slab reinforcement over intermediate bents"
    },
    {
      "label": "bars between each pair of 400 bars",
      "value": "2",
      "unit": "",
      "appliesTo": "58-600 top-of-slab reinforcement"
    },
    {
      "label": "bars",
      "value": "400",
      "unit": "",
      "appliesTo": "top of slab over intermediate bents"
    }
  ],
  "notes": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [],
  "description": "This crop is a bridge longitudinal section showing a deck slab supported on two intermediate bents. A partial tapered barrier/parapet is shown at the left, and a reinforcement callout identifies top-of-slab bars over the intermediate bents."
}

p07_r03 400 bars in top of slab overSection

  • deck slab×1rectangularLongitudinal section through slab over intermediate bents.

58-600 reinforcement designation2 bars between each pair of 400 bars400 bars

crop

p07_r05 section thru slab

page 7 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p07_r05_section_thru_slab
Original
p07_r05 section thru slab
{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Sectioned slab spans over the girders."
    },
    {
      "name": "girders",
      "tag": "",
      "shape": "bulb-T / I-girder-like",
      "material": "",
      "count": 5,
      "note": "Five girder cross sections are visible beneath the slab."
    },
    {
      "name": "reinforcement bars",
      "tag": "403A",
      "shape": "straight bars",
      "material": "",
      "count": null,
      "note": "Callout reads 7-403A at equal spaces."
    },
    {
      "name": "reinforcement bars",
      "tag": "507A",
      "shape": "straight bars",
      "material": "",
      "count": null,
      "note": "Two separate 2-507A callouts are shown."
    },
    {
      "name": "reinforcement bars",
      "tag": "402A",
      "shape": "straight bars",
      "material": "",
      "count": null,
      "note": "Callout reads 4-402A."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": null,
      "note": "Called out as 1-inch diameter plain bar."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "tapered vertical posts",
      "material": "",
      "count": 2,
      "note": "Fence is indicated at both slab edges; note states fence not shown, typical."
    }
  ],
  "measurements": [
    {
      "label": "slab slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "end spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A reinforcement bars"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "7-403A",
      "unit": "",
      "appliesTo": "403A reinforcement bars"
    },
    {
      "label": "end spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A reinforcement bars"
    },
    {
      "label": "bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A reinforcement bars"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "4-402A",
      "unit": "",
      "appliesTo": "402A reinforcement bars"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A reinforcement bars"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "AT EQUAL SPACES",
    "1\" DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL"
  ],
  "description": "This crop is a section titled SECTION THRU SLAB, showing a sloped deck slab supported on five girder cross sections. Reinforcement callouts, the SR 21 WB profile grade line reference, and typical fence indications at the slab edges are shown."
}

p07_r05 section thru slabSection

  • deck slab×1sloped rectangular slabSectioned slab spans over the girders.

2% % slab slope5" end spacing7-403A reinforcement quantity and mark5" end spacing1" bar diameter2-507A reinforcement quantity and mark4-402A reinforcement quantity and mark2-507A reinforcement quantity and mark

crop

p07_r06 8 typ

page 7 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p07_r06_8_typ
Original
p07_r06 8 typ
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "slightly crowned slab",
      "material": "",
      "count": 1,
      "note": "Shown spanning over the girders."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "At both outside edges of deck."
    },
    {
      "name": "parapet / barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One at each outside edge; fence noted but not shown."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six parallel girders are visible in the section."
    },
    {
      "name": "reinforcement / callout item",
      "tag": "I-509",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Leader points to the deck/girder region."
    },
    {
      "name": "reinforcement / callout item",
      "tag": "I-508",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Leader points to the deck/girder region."
    },
    {
      "name": "reinforcement / callout item",
      "tag": "I-802",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Leader points to the lower girder region."
    },
    {
      "name": "reinforcement / callout item",
      "tag": "I-801",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Leader points to the lower girder region."
    }
  ],
  "measurements": [
    {
      "label": "deck thickness, typical",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "end spacing",
      "value": "2”",
      "unit": "",
      "appliesTo": "deck slab / girder spacing dimension"
    },
    {
      "label": "equal spacing dimension",
      "value": "8-404",
      "unit": "",
      "appliesTo": "girders"
    },
    {
      "label": "end spacing",
      "value": "2”",
      "unit": "",
      "appliesTo": "deck slab / girder spacing dimension"
    },
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN"
  ],
  "labels": [
    "AT EQUAL SPACES",
    "SR 21 WB = PGL"
  ],
  "description": "This crop is a transverse cross section through a bridge superstructure. It shows a crowned deck slab supported by six I-girders, with edge beams and tapered outside parapets/barriers; bearing pads and fence are specifically noted as not shown."
}

p07_r06 8 typCross Section

  • deck slab×1slightly crowned slabShown spanning over the girders.

8” deck thickness, typical2” end spacing8-404 equal spacing dimension2” end spacing2% deck cross slope

crop

p07_r08 notes

page 7 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p07_r08_notes
Original
p07_r08 notes
{
  "view": "Section",
  "objects": [
    {
      "name": "edge beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced by the section title and form-removal note."
    },
    {
      "name": "edge beam forms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in note."
    },
    {
      "name": "deck",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Referenced in note."
    }
  ],
  "measurements": [
    {
      "label": "Time after deck pour before edge beam forms may be removed",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "Concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck"
    }
  ],
  "notes": [
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop contains the title for a section through an edge beam and a construction note governing removal of edge beam forms. No section geometry or dimensions are visible in this crop."
}

p07_r08 notesSection

  • deckconcreteReferenced in note.

72 HOURS Time after deck pour before edge beam forms may be removed28 DAY Concrete strength age

crop

p07_r01

page 7 · other_p07_r01
Original
p07_r01
{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab with overhangs",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section thru slab."
    },
    {
      "name": "beam",
      "tag": "CL BEAM 1–CL BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beams are shown in cross section."
    },
    {
      "name": "edge barrier / parapet",
      "tag": "",
      "shape": "tapered vertical profile",
      "material": "",
      "count": 2,
      "note": "One at each slab edge; fence is noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "circular in section",
      "material": "steel",
      "count": null,
      "note": "At every 500A, typ."
    },
    {
      "name": "reinforcement bar",
      "tag": "30-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "circular in section",
      "material": "steel",
      "count": null,
      "note": "At 6 1/2 in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "6-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "At equal spaces, typ."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Required parallel with deck, typ."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Full length of bridge, typ."
    }
  ],
  "measurements": [
    {
      "label": "Dimension D, interior beams",
      "value": "8 3/4\"",
      "unit": "in",
      "appliesTo": "D"
    },
    {
      "label": "Dimension D, exterior beams",
      "value": "9 5/8\"",
      "unit": "in",
      "appliesTo": "D"
    },
    {
      "label": "Constant slab thickness between beams",
      "value": "7 3/4\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Overall width, out to out",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Gutter to gutter width",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width",
      "value": "14'-2 1/2\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Edge offset",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Edge offset",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Deck cross slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 1/2\"",
      "unit": "in",
      "appliesTo": "500A"
    },
    {
      "label": "Cover",
      "value": "2 3/4\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Clear cover",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Minimum width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "edge barrier / parapet"
    },
    {
      "label": "Barrier / overhang thickness",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "edge barrier / parapet"
    },
    {
      "label": "Construction-joint offset",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "construction joint"
    },
    {
      "label": "Drip bead size",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "Beam-end offset",
      "value": "4 3/8\"",
      "unit": "in",
      "appliesTo": "beam"
    },
    {
      "label": "Beam-end spacing",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "beam"
    },
    {
      "label": "Beam spacing",
      "value": "3'-0 1/2\"",
      "unit": "ft-in",
      "appliesTo": "beam"
    },
    {
      "label": "Beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "beam"
    },
    {
      "label": "Dimension, partial lower-right view",
      "value": "2\"",
      "unit": "in",
      "appliesTo": ""
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4\" BETWEEN BEAMS AND 8\" IN THE OVERHANGS.",
    "“D” = 8 3/4\" INTERIOR BEAMS",
    "“D” = 9 5/8\" EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400A SPACED AS SHOWN",
    "500A AT 6 1/2\"",
    "501 UNDER EVERY 500A",
    "6-400A AT EQ. SPS.",
    "14-400A AT EQUAL SPACES, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "3/4\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "FENCE NOT SHOWN, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL",
    "CL SR 21/MILLEN…",
    "= CL CONSTRUCT…",
    "= CL SYMMETRY",
    "SEC…"
  ],
  "description": "This crop shows a transverse section through a bridge deck slab supported on six I-shaped beams, with slab reinforcement, edge barriers, and deck geometry dimensions. It also includes notes governing dimension D, slab thickness, construction joints, and a triangular drip bead; a separate lower-right view is only partially visible."
}

p07_r01Section

  • deck slab×1sloped rectangular slab with overhangsreinforced concreteSection thru slab.

8 3/4" in Dimension D, interior beams9 5/8" in Dimension D, exterior beams7 3/4" in Constant slab thickness between beams8" in Slab thickness in overhangs43'-7" ft-in Overall width, out to out40'-0" ft-in Gutter to gutter width34'-0" ft-in Width6'-0" ft-in Width+17 more

crop

p07_r03

page 7 · other_p07_r03
Original
p07_r03
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular, slightly sloped as drawn",
      "material": "",
      "count": 1,
      "note": "Shown spanning over two I-shaped members."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered vertical profile",
      "material": "",
      "count": 1,
      "note": "Only the left-side barrier profile is visible."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 2,
      "note": "Two girder cross sections are visible below the slab."
    },
    {
      "name": "reinforcement bars",
      "tag": "400",
      "shape": "circular in section",
      "material": "",
      "count": null,
      "note": "Called out as bars in top of slab over intermediate bents."
    },
    {
      "name": "reinforcement bars",
      "tag": "58-600",
      "shape": "circular in section",
      "material": "",
      "count": null,
      "note": "Callout indicates 2 between each pair of 400 bars."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement callout",
      "value": "58-600",
      "unit": "",
      "appliesTo": "reinforcement bars"
    },
    {
      "label": "number between each pair",
      "value": "2",
      "unit": "",
      "appliesTo": "58-600 reinforcement bars"
    },
    {
      "label": "bar designation",
      "value": "400",
      "unit": "",
      "appliesTo": "reinforcement bars"
    }
  ],
  "notes": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [],
  "description": "This crop shows a bridge deck cross section with a left-side parapet/barrier and two I-girder cross sections beneath the deck slab. It documents top-of-slab reinforcement over intermediate bents, including the 58-600 callout relative to the 400 bars."
}

p07_r03Cross Section

  • deck slab×1rectangular, slightly sloped as drawnShown spanning over two I-shaped members.

58-600 reinforcement callout2 number between each pair400 bar designation

crop

p07_r05

page 7 · other_p07_r05
Original
p07_r05
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Spans across five supporting members."
    },
    {
      "name": "barrier/parapet",
      "tag": "",
      "shape": "tapered vertical",
      "material": "",
      "count": 2,
      "note": "One at each slab edge."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "I-shaped",
      "material": "",
      "count": 5,
      "note": "Five longitudinal members are visible below the slab."
    },
    {
      "name": "reinforcement bar",
      "tag": "7-403A",
      "shape": "",
      "material": "",
      "count": 7,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-507A",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout shown at upper reinforcement."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-402A",
      "shape": "",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-507A",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout shown at lower reinforcement."
    }
  ],
  "measurements": [
    {
      "label": "spacing/edge dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "7-403A"
    },
    {
      "label": "cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "PLAIN BAR"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "AT EQUAL SPACES",
    "1\" DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows a cross section through a bridge slab with a sloped deck surface, edge barriers/parapets, and five longitudinal supporting beams. Reinforcement callouts are shown within and above the slab/beam section; a typical fence is noted but not drawn."
}

p07_r05Cross Section

  • deck slab×1sloped rectangular slabSpans across five supporting members.

5" spacing/edge dimension2% cross slope1" bar diameter

crop

p07_r06

page 7 · other_p07_r06
Original
p07_r06
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Top surface is shown with a 2% slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular longitudinal edge beam",
      "material": "",
      "count": 2,
      "note": "Outside edge beam callout is shown at the right side; typical."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-shaped",
      "material": "",
      "count": 6,
      "note": "Six girder sections are visible below the deck."
    },
    {
      "name": "concrete barrier",
      "tag": "",
      "shape": "tapered/trapezoidal",
      "material": "",
      "count": 2,
      "note": "One barrier is visible at each outside edge of the deck."
    },
    {
      "name": "cap beam",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Continuous support member is shown beneath the girder bearing locations."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown; called out as typical."
    },
    {
      "name": "bearing pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    }
  ],
  "measurements": [
    {
      "label": "deck/edge thickness",
      "value": "8\"",
      "unit": "",
      "appliesTo": "deck slab; TYP."
    },
    {
      "label": "spacing",
      "value": "8'-4\"",
      "unit": "",
      "appliesTo": "girder spacing; AT EQUAL SPACES"
    },
    {
      "label": "offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "left end of the 8'-4\" spacing dimension"
    },
    {
      "label": "offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "right end of the 8'-4\" spacing dimension"
    },
    {
      "label": "slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "I-509",
    "I-508",
    "I-802",
    "I-801",
    "2-800"
  ],
  "description": "This crop shows a transverse bridge cross section with a sloped deck slab supported by six I-shaped girders over a continuous stepped cap beam. Tapered barriers are shown at both deck edges, with a typical fence noted but not drawn; bearing pads are also noted as not shown."
}

p07_r06Cross Section

  • deck slab×1sloped rectangular slabTop surface is shown with a 2% slope.

8" deck/edge thickness8'-4" spacing2" offset2" offset2% slope

Page 8

crop

p08_r01 for further details see georgia dot spec

page 8 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p08_r01_for_further_details_see_georgia_dot_spec
Original
p08_r01 for further details see georgia dot spec
{
  "view": "Detail",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown in section through endwall; 3'-0\" endwall at left and 1'-6\" endwall at intermediate location are called out."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped",
      "material": "",
      "count": 1,
      "note": "Shown with 2% slope and required construction joint parallel with deck."
    },
    {
      "name": "prestressed concrete beams",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": null,
      "note": "Multiple beam sections are visible beneath deck; bars 401, 504 series, 505, and 506 series are noted as not shown."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "strip",
      "material": "",
      "count": null,
      "note": "Called out at endwalls and at bearing/endwall locations."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "strip",
      "material": "foam",
      "count": null,
      "note": "Called out around pad, typical."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Shown supporting fence and in endwall section."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Bearing not shown."
    },
    {
      "name": "zinc coated chain link security fence",
      "tag": "",
      "shape": "mesh panel",
      "material": "zinc coated",
      "count": 1,
      "note": "Fence detail includes posts, rails, tension bars, and truss bracing."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": null,
      "note": "Includes 2 7/8\" pull post and post vertical."
    },
    {
      "name": "fence rail",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": null,
      "note": "1 5/8\" diameter pipe is called out."
    },
    {
      "name": "truss bracing",
      "tag": "",
      "shape": "diagonal pipe",
      "material": "zinc coated",
      "count": null,
      "note": "At end or pull post."
    },
    {
      "name": "pipe sleeve",
      "tag": "",
      "shape": "circular",
      "material": "galvanized",
      "count": null,
      "note": "4\" diameter standard-weight pipe sleeve is shown in barrier detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "900A",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callout: 4-900A."
    },
    {
      "name": "reinforcement bar",
      "tag": "900B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callout: 4-900B."
    },
    {
      "name": "reinforcement bar",
      "tag": "401",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callout: 4-401."
    },
    {
      "name": "reinforcement bar",
      "tag": "504A",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout: 2-504A AT END OF BEAM."
    },
    {
      "name": "reinforcement bar",
      "tag": "504B",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Callout: 8-504B AT 12\" ± BETWEEN BEAMS."
    },
    {
      "name": "reinforcement bar",
      "tag": "505",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Callout: 1-505."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout text is partial at right crop edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 506B AT 18\" ±, ALT. TO GIVE 9\" SP."
    }
  ],
  "measurements": [
    {
      "label": "horizontal offset",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "6'-8\"",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal offset",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "vertical dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gap, minimum",
      "value": "1\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "endwall length",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "endwall length",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "foam joint filler thickness",
      "value": "1\"",
      "unit": "",
      "appliesTo": "preformed foam joint filler"
    },
    {
      "label": "fence gauge",
      "value": "9",
      "unit": "GAGE",
      "appliesTo": "chain link fence"
    },
    {
      "label": "fence mesh size",
      "value": "TWO INCH",
      "unit": "",
      "appliesTo": "chain link fence"
    },
    {
      "label": "sleeve diameter",
      "value": "4\"",
      "unit": "DIA.",
      "appliesTo": "galvanized sleeve"
    },
    {
      "label": "post fastening interval maximum",
      "value": "14\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "post spacing minimum",
      "value": "7'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "post spacing maximum",
      "value": "10'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "post distance from barrier joint minimum",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "tension bar spacing maximum",
      "value": "12\"",
      "unit": "O.C. MAX.",
      "appliesTo": "tension bars"
    },
    {
      "label": "pull post diameter",
      "value": "2 7/8\"",
      "unit": "",
      "appliesTo": "pull post"
    },
    {
      "label": "rail pipe diameter",
      "value": "1 5/8\"",
      "unit": "DIA.",
      "appliesTo": "zinc coated pipe"
    },
    {
      "label": "post pipe diameter",
      "value": "2 7/8\"",
      "unit": "DIA.",
      "appliesTo": "post vertical"
    },
    {
      "label": "fence offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "end post"
    },
    {
      "label": "fence offset",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "fence"
    },
    {
      "label": "fence height",
      "value": "5'-1\"",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "fence height",
      "value": "4'-7\"",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "fence height",
      "value": "10'-4\"",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "top bend radius",
      "value": "2'-6\"",
      "unit": "R",
      "appliesTo": "fence detail"
    },
    {
      "label": "bend angle",
      "value": "45°",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "horizontal dimension",
      "value": "10 1/4\"",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "fence height",
      "value": "7'-0\"",
      "unit": "",
      "appliesTo": "zinc coated fence"
    },
    {
      "label": "pipe sleeve diameter",
      "value": "4\"",
      "unit": "DIA.",
      "appliesTo": "standard-weight pipe sleeve"
    },
    {
      "label": "embedment dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "barrier height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "horizontal dimension",
      "value": "12\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "corner radius",
      "value": "1/4\"",
      "unit": "R",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "10\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "clearance minimum",
      "value": "3 1/2\"",
      "unit": "MIN. CL.",
      "appliesTo": "section at endwall"
    },
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "CL.",
      "appliesTo": "section at endwall"
    },
    {
      "label": "reinforcement spacing",
      "value": "18\" ±",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "alternate reinforcement spacing",
      "value": "9\"",
      "unit": "SP.",
      "appliesTo": "506B"
    },
    {
      "label": "reinforcement spacing",
      "value": "12\" ±",
      "unit": "",
      "appliesTo": "504B"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "section at endwall"
    }
  ],
  "notes": [
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN",
    "FENCE NOTES:",
    "1. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.",
    "2. CAST 4\" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.",
    "3. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4\" DIA. GALVANIZED SLEEVES.",
    "4. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.",
    "5. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14\".",
    "6. SPACE POSTS AT A MINIMUM OF 7'-0\" AND A MAXIMUM OF 10'-0\". PLACE POSTS 1'-0\" MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.",
    "7. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "SLAB REINFORCEMENT NOT SHOWN",
    "BEARING NOT SHOWN"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU ENDWALL",
    "(LOOKING AHEAD, LEFT BRIDGE SHOWN, RIGHT BRIDGE SIMILAR)",
    "ZINC COATED FENCE",
    "TENSION BAR",
    "TENSION BAR ZINC COATED",
    "TRUSS BRACING AT END OR PULL POST",
    "POST VERT. ZINC COATED",
    "END POST",
    "CONST. JOINT",
    "SLAB",
    "SECTION AT ENDWALL",
    "END BENT 1 SHOWN",
    "END BENT A1 SIMILAR",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop contains a section through the bridge endwall, showing the deck, beam ends, endwalls, joints, and reinforcement callouts. It also includes fence notes, a zinc-coated chain link fence and barrier detail, and a separate endwall section with barrier, bearing, joint filler, waterproofing, and reinforcement callouts."
}

p08_r01 for further details see georgia dot specDetail

  • deck slab×1slopedShown with 2% slope and required construction joint parallel with deck.

1/2" horizontal offset1'-8" horizontal dimension34'-0" horizontal dimension6'-8" horizontal dimension1'-1" horizontal offset3'-6" vertical dimension2% deck slope1" gap, minimum+42 more

crop

p08_r01

page 8 · other_p08_r01
Original
p08_r01
{
  "view": "Detail",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown in section through endwall and section at endwall."
    },
    {
      "name": "bridge deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": null,
      "note": "Top surface shown at 2% slope."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "vertical tapered barrier",
      "material": "",
      "count": null,
      "note": "Barrier and slab are shown in fence and endwall details."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "strip",
      "material": "preformed",
      "count": null,
      "note": "Shown at endwall and around pad."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "strip",
      "material": "foam",
      "count": null,
      "note": "Shown around pad, typical."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": null,
      "note": "Required construction joint parallel with deck, typical."
    },
    {
      "name": "prestressed concrete beams",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": null,
      "note": "Multiple beams are shown beneath the deck; individual count is not clear."
    },
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Partially shown in the section at endwall."
    },
    {
      "name": "chain link security fence",
      "tag": "",
      "shape": "mesh panel",
      "material": "9 gage zinc coated",
      "count": null,
      "note": "Fence detail shown on barrier."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": null,
      "note": "Post vertical, zinc coated."
    },
    {
      "name": "pull post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": 1,
      "note": "Labeled 2 7/8” pull post."
    },
    {
      "name": "end post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": 1,
      "note": "At construction joint."
    },
    {
      "name": "fence rail",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": null,
      "note": "Fence rails shown at top, intermediate, and bottom."
    },
    {
      "name": "truss bracing",
      "tag": "",
      "shape": "diagonal pipe",
      "material": "zinc coated",
      "count": null,
      "note": "At end or pull post."
    },
    {
      "name": "tension bar",
      "tag": "",
      "shape": "flat bar",
      "material": "zinc coated",
      "count": null,
      "note": "Shown at fence end/pull post."
    },
    {
      "name": "tension bar bands",
      "tag": "",
      "shape": "band",
      "material": "",
      "count": null,
      "note": "Spaced at 12” O.C. maximum."
    },
    {
      "name": "galvanized pipe sleeve",
      "tag": "",
      "shape": "circular sleeve",
      "material": "galvanized",
      "count": null,
      "note": "4” diameter standard-weight pipe sleeve cast in parapet/barrier."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900A",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Shown in section through endwall."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900B",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Shown in section through endwall."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Shown at 18” ± in section at endwall."
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Shown at 18” ±, alternate, to give 9” spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-505",
      "shape": "bar",
      "material": "",
      "count": 1,
      "note": "Shown in section at endwall."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900",
      "shape": "bar",
      "material": "",
      "count": 4,
      "note": "Shown in section at endwall."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-504B",
      "shape": "bar",
      "material": "",
      "count": 8,
      "note": "At 12” ± between beams."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-504A",
      "shape": "bar",
      "material": "",
      "count": 2,
      "note": "Callout is partial: “AT END OF B…”."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-401",
      "shape": "bar",
      "material": "",
      "count": 4,
      "note": "Shown in section at endwall."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1’-8”",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "34’-0”",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "6’-8”",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1’-1”",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "endwall height",
      "value": "3’-6”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "bridge deck slab"
    },
    {
      "label": "gap minimum",
      "value": "1”",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "endwall length",
      "value": "3’-0”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "endwall length",
      "value": "1’-6”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "foam joint filler thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "preformed foam joint filler"
    },
    {
      "label": "tension bar band spacing maximum",
      "value": "12”",
      "unit": "O.C. MAX.",
      "appliesTo": "tension bar bands"
    },
    {
      "label": "pipe diameter",
      "value": "5/8”",
      "unit": "DIA.",
      "appliesTo": "fence rail"
    },
    {
      "label": "pipe diameter",
      "value": "2 7/8”",
      "unit": "DIA.",
      "appliesTo": "fence post"
    },
    {
      "label": "pull post diameter",
      "value": "2 7/8”",
      "unit": "",
      "appliesTo": "pull post"
    },
    {
      "label": "post offset",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "offset",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "fence"
    },
    {
      "label": "post embedment",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "rail bend radius",
      "value": "2’-6”",
      "unit": "R",
      "appliesTo": "fence rail"
    },
    {
      "label": "rail bend angle",
      "value": "45°",
      "unit": "",
      "appliesTo": "fence rail"
    },
    {
      "label": "horizontal dimension",
      "value": "10 1/4”",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "fence height",
      "value": "5’-1”",
      "unit": "",
      "appliesTo": "zinc coated fence"
    },
    {
      "label": "fence height",
      "value": "4’-7”",
      "unit": "",
      "appliesTo": "zinc coated fence"
    },
    {
      "label": "overall height",
      "value": "10’-4”",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "pipe diameter",
      "value": "2 7/8”",
      "unit": "DIA.",
      "appliesTo": "fence post"
    },
    {
      "label": "fence length",
      "value": "7’-0”",
      "unit": "",
      "appliesTo": "zinc coated fence"
    },
    {
      "label": "pipe sleeve diameter",
      "value": "4”",
      "unit": "DIA.",
      "appliesTo": "galvanized pipe sleeve"
    },
    {
      "label": "sleeve embedment",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "galvanized pipe sleeve"
    },
    {
      "label": "barrier height",
      "value": "3’-6”",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "horizontal dimension",
      "value": "12”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1’-6”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "radius",
      "value": "1/4”",
      "unit": "R",
      "appliesTo": "section at endwall"
    },
    {
      "label": "reinforcement spacing",
      "value": "18” ±",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "spacing",
      "value": "9”",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "minimum clearance",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "reinforcement spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "vertical dimension",
      "value": "10”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "9”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "12”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "clearance",
      "value": "2”",
      "unit": "CL. 3 SIDES",
      "appliesTo": "reinforcement bar"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "reinforcement spacing",
      "value": "12” ±",
      "unit": "",
      "appliesTo": "504B"
    },
    {
      "label": "vertical dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "drawing scale",
      "value": "3/4” = 1’-0”",
      "unit": "",
      "appliesTo": "section at endwall"
    }
  ],
  "notes": [
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "1” GAP, MIN.",
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN",
    "FENCE NOTES:",
    "1. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.",
    "2. CAST 4” DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE 7 DAYS BEFORE FENCE FABRIC IS INSTALLED.",
    "3. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4” DIA. GALVANIZED SLEEVES.",
    "4. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.",
    "5. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14”.",
    "6. SPACE POSTS AT A MINIMUM OF 7’-0” AND A MAXIMUM OF 10’-0”. PLACE POSTS 1’-0” MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.",
    "7. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "SLAB REINFORCEMENT NOT SHOWN"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU ENDWALL",
    "(LOOKING AHEAD, LEFT BRIDGE SHOWN, RIGHT BRIDGE SIMILAR)",
    "ZINC COATED FENCE",
    "TENSION BAR ZINC COATED",
    "TRUSS BRACING AT END OR PULL",
    "POST VERT. ZINC COATED",
    "END POST",
    "CONST. JOINT",
    "BARRIER",
    "SLAB",
    "SECTION AT ENDWALL",
    "END BENT 1 SHOWN",
    "END BENT 4 SIMILAR"
  ],
  "description": "This crop contains a section through an endwall, including the deck, endwall, beams, joint fillers, and selected reinforcement. It also shows zinc-coated chain-link fence details on a barrier, fence notes, and a partial section at endwall for End Bent 1 and similar End Bent 4."
}

p08_r01Detail

  • bridge deck slabsloping rectangular slabTop surface shown at 2% slope.

1 1/2” horizontal dimension1’-8” horizontal dimension34’-0” horizontal dimension6’-8” horizontal dimension1’-1” horizontal dimension3’-6” endwall height2% deck slope1” gap minimum+41 more

Page 9

crop

p09_r01 deflection and vertical curve

page 9 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p09_r01_deflection_and_vertical_curve
Original
p09_r01 deflection and vertical curve
{
  "view": "Notes",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab referenced; constant thickness specified between beams and in overhangs."
    },
    {
      "name": "beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Interior and exterior beams referenced at centerline bearing."
    }
  ],
  "measurements": [
    {
      "label": "Slab thickness between beams",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "“D” interior beams",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "“D” exterior beams",
      "value": "9¼″",
      "unit": "",
      "appliesTo": "exterior beams"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾″ BETWEEN BEAMS AND 8″ IN THE OVERHANGS.",
    "“D” = 8¾″ INTERIOR BEAMS",
    "“D” = 9¼″ EXTERIOR BEAMS"
  ],
  "labels": [],
  "description": "This crop is a deck slab and beam dimensioning note. It defines dimension “D” from the top of slab to the top of beams at centerline bearing and states slab thickness requirements between beams and at overhangs."
}

p09_r01 deflection and vertical curveNotes

  • slabTop of slab referenced; constant thickness specified between beams and in overhangs.

7¾″ Slab thickness between beams8″ Slab thickness in overhangs8¾″ “D” interior beams9¼″ “D” exterior beams

crop

p09_r02 section thru slab

page 9 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p09_r02_section_thru_slab
Original
p09_r02 section thru slab
{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Shown in SECTION THRU SLAB and SECTION THRU DIAPHRAGM."
    },
    {
      "name": "bridge beams",
      "tag": "℄ BEAM 1–6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beam centerlines are identified in the slab section."
    },
    {
      "name": "edge barriers",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One at each exterior edge of the slab."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 1,
      "note": "Shown at the right exterior edge; called required parallel with deck."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 1,
      "note": "Called full length of bridge, typ."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "At every 500A, typ."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "At 6¾″."
    },
    {
      "name": "reinforcement bar",
      "tag": "400B and C",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "30-400B and C spaced as shown; additional 6-400B and C and 13-400B and C callouts are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "bar",
      "material": "",
      "count": 7,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "507B",
      "shape": "bar",
      "material": "",
      "count": 2,
      "note": "Two 2-507B callouts are shown in the diaphragm section."
    },
    {
      "name": "reinforcement bar",
      "tag": "402B",
      "shape": "bar",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "round bar",
      "material": "",
      "count": null,
      "note": "1″ diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "slab thickness between beams",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "D, interior beams",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "bridge beams"
    },
    {
      "label": "D, exterior beams",
      "value": "9¼″",
      "unit": "",
      "appliesTo": "bridge beams"
    },
    {
      "label": "out to out width",
      "value": "43′-7″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width",
      "value": "22′-0″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gutter to gutter width",
      "value": "40′-0″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width",
      "value": "34′-0″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width",
      "value": "6′-0″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge offset",
      "value": "1′-8″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge offset",
      "value": "1½″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slab/overhang depth",
      "value": "8″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "minimum dimension",
      "value": "3′-0″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "2¾″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "1″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "spacing",
      "value": "3″",
      "unit": "",
      "appliesTo": "bridge beams"
    },
    {
      "label": "exterior offset",
      "value": "4⅜″",
      "unit": "",
      "appliesTo": "bridge beams"
    },
    {
      "label": "beam 1 to beam 2 spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "beam 2 to beam 3 spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "beam 3 to beam 4 spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "beam 4 to beam 5 spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "beam 5 to beam 6 spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "exterior beam spacing",
      "value": "3′-0½″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "triangular drip bead",
      "value": "¾″",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "drip bead offset",
      "value": "3″",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "reinforcement quantity",
      "value": "30",
      "unit": "",
      "appliesTo": "400B and C"
    },
    {
      "label": "reinforcement quantity",
      "value": "6",
      "unit": "",
      "appliesTo": "400B and C"
    },
    {
      "label": "reinforcement quantity",
      "value": "13",
      "unit": "",
      "appliesTo": "400B and C"
    },
    {
      "label": "reinforcement quantity",
      "value": "7",
      "unit": "",
      "appliesTo": "403B"
    },
    {
      "label": "spacing/end dimension",
      "value": "5″",
      "unit": "",
      "appliesTo": "403B"
    },
    {
      "label": "reinforcement quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "507B"
    },
    {
      "label": "reinforcement quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "402B"
    },
    {
      "label": "plain bar diameter",
      "value": "1″",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾″ BETWEEN BEAMS AND 8″ IN THE OVERHANGS.",
    "“D” = 8¾″ INTERIOR BEAMS",
    "“D” = 9¼″ EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "¾″ TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "30-400B AND C SPACED AS SHOWN",
    "502 AT EVERY 500A, TYP.",
    "501 UNDER EVERY 500A",
    "6-400B AND C AT EQ. SPS.",
    "13-400B AND C AT EQUAL SPACES, TYP.",
    "7-403B AT EQUAL SPACES",
    "1″ DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU SLAB",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "The crop contains a transverse SECTION THRU SLAB for a six-beam bridge deck, with exterior barriers, beam spacing, slab reinforcement, a construction joint, and drip bead detail. A lower SECTION THRU DIAPHRAGM shows the beam profiles and reinforcement callouts through the diaphragm region."
}

p09_r02 section thru slabSection

  • deck slab×1sloping rectangular slabShown in SECTION THRU SLAB and SECTION THRU DIAPHRAGM.

7¾″ slab thickness between beams8″ slab thickness in overhangs8¾″ D, interior beams9¼″ D, exterior beams43′-7″ out to out width22′-0″ width40′-0″ gutter to gutter width34′-0″ width+26 more

crop

p09_r05 detail a

page 9 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p09_r05_detail_a
Original
p09_r05 detail a
{
  "view": "Detail",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "keyed joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint, typical."
    },
    {
      "name": "silicone sealant",
      "tag": "",
      "shape": "",
      "material": "silicone",
      "count": 1,
      "note": ""
    },
    {
      "name": "joint sealer",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Type B, C or D."
    }
  ],
  "measurements": [
    {
      "label": "",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "joint detail"
    },
    {
      "label": "",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "joint detail"
    },
    {
      "label": "",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "ROUND TO",
      "value": "1/4\" R",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "SCALE",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM SPAN 2"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN",
    "SILICONE SEALANT",
    "TYPE JOINT SEALER",
    "(TYPE B, C OR D)",
    "ROUND TO 1/4\" R",
    "REQUIRED CONST. JOINT., TYP."
  ],
  "labels": [
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "SCALE: 3/4\" = 1'-0\"",
    "DETAIL \"A\"",
    "NO SCALE"
  ],
  "description": "This crop shows Detail \"A\", a sectional detail through the Span 2 diaphragm. It depicts a required typical construction joint between slab portions, with silicone sealant, type joint sealer, and a rounded joint edge."
}

p09_r05 detail aDetail

  • slab×2rectangularSlab reinforcement not shown.

1/4"1/2"3/4"1/4" R ROUND TO3/4" = 1'-0" SCALE

crop

p09_r06 face of beam typ

page 9 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p09_r06_face_of_beam_typ
Original
p09_r06 face of beam typ
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "bridge deck slab",
      "tag": "",
      "shape": "continuous sloped slab",
      "material": "",
      "count": 1,
      "note": "Shown spanning across the girders; 2% slope is indicated."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 5,
      "note": "Five girder cross sections are visible below the deck."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 2,
      "note": "Exterior beams at each side; note directs edge beam pour flush with outside face of beam."
    },
    {
      "name": "barrier wall",
      "tag": "",
      "shape": "tapered vertical wall",
      "material": "",
      "count": 2,
      "note": "One at each outside deck edge; the left wall is partially cropped."
    },
    {
      "name": "support cap",
      "tag": "",
      "shape": "stepped rectangular cap",
      "material": "",
      "count": 1,
      "note": "Continuous support below the girder bearing locations; only the upper portion is shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-508",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to an upper internal longitudinal line in a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-509",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to an upper internal longitudinal line in a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-802",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to a lower internal longitudinal line in a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-801",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to a lower internal longitudinal line in a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to the deck region."
    }
  ],
  "measurements": [
    {
      "label": "end distance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "deck reinforcement callout"
    },
    {
      "label": "reinforcement callout at equal spaces",
      "value": "8-404",
      "unit": "",
      "appliesTo": "deck reinforcement"
    },
    {
      "label": "end distance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "deck reinforcement callout"
    },
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "bridge deck slab"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS (partial)"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "AT EQUAL SPACES"
  ],
  "description": "This crop is a transverse cross section through a bridge superstructure carrying SR 21 WB at the profile grade line. It shows a sloped deck supported on five I-girders over a continuous support cap, with exterior barrier walls and notes regarding fence, bearing pads, and edge-beam placement."
}

p09_r06 face of beam typCross Section

  • bridge deck slab×1continuous sloped slabShown spanning across the girders; 2% slope is indicated.

2" end distance8-404 reinforcement callout at equal spaces2" end distance2% deck cross slope

crop

p09_r08 face of be

page 9 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p09_r08_face_of_be
Original
p09_r08 face of be
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 2,
      "note": "Two girder cross sections are visible below the deck; both are partially cropped at the top."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only a cropped portion of the deck is visible."
    },
    {
      "name": "edge beam forms",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Form outline is shown below the deck at the right side of the crop."
    }
  ],
  "measurements": [],
  "notes": [
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "FACE OF BE (partial)"
  ],
  "description": "This crop shows a partial bridge cross section with two I-girder profiles supporting a cropped deck slab. A form outline at the deck edge is shown, together with a note governing removal of edge beam forms after the deck pour."
}

p09_r08 face of beCross Section

  • deck slabrectangularOnly a cropped portion of the deck is visible.
crop

p09_r01

page 9 · other_p09_r01
Original
p09_r01
{
  "view": "Notes",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab referenced; slab thickness specified between beams and in overhangs."
    },
    {
      "name": "beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Interior and exterior beams referenced; top of beams at centerline bearing referenced."
    }
  ],
  "measurements": [
    {
      "label": "slab thickness between beams",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "“D” interior beams",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "“D” exterior beams",
      "value": "9¼″",
      "unit": "",
      "appliesTo": "exterior beams"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾″ BETWEEN BEAMS AND 8″ IN THE OVERHANGS.",
    "“D” = 8¾″ INTERIOR BEAMS",
    "“D” = 9¼″ EXTERIOR BEAMS"
  ],
  "labels": [],
  "description": "This crop is a bridge deck/slab geometry note. It defines dimension “D” from the slab top to beam tops at centerline bearing and gives specified values for interior and exterior beams, while requiring constant slab thicknesses between beams and at overhangs."
}

p09_r01Notes

  • slabTop of slab referenced; slab thickness specified between beams and in overhangs.

7¾″ slab thickness between beams8″ slab thickness in overhangs8¾″ “D” interior beams9¼″ “D” exterior beams

crop

p09_r02

page 9 · other_p09_r02
Original
p09_r02
{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping slab",
      "material": "",
      "count": 1,
      "note": "Shown over six beams, with overhangs at both edges."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "I-shaped",
      "material": "",
      "count": 6,
      "note": "Six beams are shown in the section."
    },
    {
      "name": "edge barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One barrier is shown at each deck edge."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Called out full length of bridge, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out at every 500A, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out at 6¾ inches."
    },
    {
      "name": "reinforcement bar",
      "tag": "400B AND C",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callouts specify 30 and 13 bars at indicated spacings, plus 6 at equal spaces at each exterior beam."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "linear",
      "material": "",
      "count": 7,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "507B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Two separate callouts of 2-507B are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "402B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 1 inch diameter."
    }
  ],
  "measurements": [
    {
      "label": "overall width, OUT TO OUT",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width, GUTTER TO GUTTER",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width from PGL to left edge",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width from PGL to right edge",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width from PGL to right out-to-out edge",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge offset",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "barrier offset",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "edge barrier"
    },
    {
      "label": "minimum dimension, typical",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "edge barrier"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slab thickness between beams",
      "value": "7¾\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slab thickness in overhangs",
      "value": "8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "2¼\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "1\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "\"D\" at interior beams",
      "value": "8¾\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "\"D\" at exterior beams",
      "value": "9¼\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "drip bead size",
      "value": "¾\"",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "drip bead offset",
      "value": "3\"",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "end beam spacing",
      "value": "3'-0½\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "typical dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "typical dimension",
      "value": "4⅜\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "500A spacing",
      "value": "6¾\"",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "400B AND C quantity",
      "value": "30",
      "unit": "",
      "appliesTo": "400B AND C"
    },
    {
      "label": "400B AND C quantity",
      "value": "13",
      "unit": "",
      "appliesTo": "400B AND C"
    },
    {
      "label": "400B AND C quantity at equal spaces",
      "value": "6",
      "unit": "",
      "appliesTo": "400B AND C"
    },
    {
      "label": "403B quantity",
      "value": "7",
      "unit": "",
      "appliesTo": "403B"
    },
    {
      "label": "403B end spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403B"
    },
    {
      "label": "507B quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "507B"
    },
    {
      "label": "402B quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "402B"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "“D” = 8¾” INTERIOR BEAMS",
    "“D” = 9¼” EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "¾” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400B AND C SPACED AS SHOWN",
    "500A AT 6¾”",
    "501 UNDER EVERY 500A",
    "6-400B AND C AT EQ. SPS.",
    "13-400B AND C AT EQUAL SPACES, TYP.",
    "7-403B AT EQUAL SPACES",
    "1” DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU SLAB",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop contains transverse bridge superstructure sections through the deck slab and through a diaphragm. It shows a sloped deck slab supported on six I-shaped beams, edge barriers, deck reinforcement callouts, beam spacing, and diaphragm reinforcement callouts."
}

p09_r02Section

  • deck slab×1sloping slabShown over six beams, with overhangs at both edges.

43'-7" overall width, OUT TO OUT40'-0" width, GUTTER TO GUTTER34'-0" width from PGL to left edge6'-0" width from PGL to right edge22'-0" width from PGL to right out-to-out edge1½" edge offset1'-8" barrier offset3'-0" minimum dimension, typical+22 more

crop

p09_r03

page 9 · other_p09_r03
Original
p09_r03
{
  "view": "Section",
  "objects": [
    {
      "name": "edge beam",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in section."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint at center of section."
    },
    {
      "name": "preformed joint filler",
      "tag": "*",
      "shape": "vertical strip",
      "material": "",
      "count": 1,
      "note": "Called out as 1-inch preformed joint filler."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Called out at 18-inch spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "bent bar",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "bar spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-0½”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-0½”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "clear cover",
      "value": "4”",
      "unit": "",
      "appliesTo": "2-800"
    },
    {
      "label": "vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "clear dimension, 3 sides",
      "value": "1½”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "*"
    },
    {
      "label": "vertical dimension",
      "value": "3’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "scale",
      "value": "¾” = 1’-0”",
      "unit": "",
      "appliesTo": "SECTION THRU EDGE BEAM"
    }
  ],
  "notes": [
    "SEE DETAIL “A”",
    "REQ’D. CONST. JOINT",
    "*1” PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "SLAB REINFORCEMENT NOT SHOWN",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR"
  ],
  "labels": [
    "SECTION THRU EDGE BEAM",
    "SCALE: ¾” = 1’-0”"
  ],
  "description": "This crop is a section through an edge beam at a required construction joint. It shows the deck slab and edge beam geometry, joint filler, and reinforcing-bar callouts; bearing pads and slab reinforcement are specifically noted as not shown."
}

p09_r03Section

  • deck slab×1rectangularSlab reinforcement not shown.

18” bar spacing8” horizontal dimension1’-0½” horizontal dimension1’-0½” horizontal dimension8” horizontal dimension4” clear cover8” vertical dimension1½” clear dimension, 3 sides+6 more

crop

p09_r05

page 9 · other_p09_r05
Original
p09_r05
{
  "view": "Detail",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular section with recessed joint edge",
      "material": "",
      "count": 2,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint, typical."
    },
    {
      "name": "silicone sealant",
      "tag": "",
      "shape": "recessed joint seal",
      "material": "silicone",
      "count": 1,
      "note": "Type joint sealer (Type B, C or D)."
    }
  ],
  "measurements": [
    {
      "label": "joint recess depth",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "silicone sealant"
    },
    {
      "label": "joint recess width",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "silicone sealant"
    },
    {
      "label": "joint width",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "round",
      "value": "1/4\" R",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN",
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4\" R",
    "REQUIRED CONST. JOINT., TYP."
  ],
  "labels": [
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "DETAIL \"A\"",
    "NO SCALE"
  ],
  "description": "This crop shows Detail \"A\", a section through the diaphragm at Span 2. It documents a typical required construction joint between slab portions, including a recessed silicone sealant joint configuration."
}

p09_r05Detail

  • slab×2rectangular section with recessed joint edgeSlab reinforcement not shown.

1/4" joint recess depth1/2" joint recess width3/4" joint width1/4" R round3/4" = 1'-0" scale

crop

p09_r06

page 9 · other_p09_r06
Original
p09_r06
{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Deck surface is shown with a 2% slope."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six girder cross sections are visible beneath the deck."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "tapered/rectangular upstand",
      "material": "concrete",
      "count": 2,
      "note": "Shown at both outside edges; callout directs edge beam placement flush with outside face of beam."
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "straight",
      "material": "",
      "count": 8,
      "note": "Shown at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "800",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "I-508",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement line in the upper portion of the girder/deck area."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-509",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement line in the upper portion of the girder/deck area."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-802",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement line in the lower portion of the girder/deck area."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-801",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement line in the lower portion of the girder/deck area."
    },
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    }
  ],
  "measurements": [
    {
      "label": "end spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "404 reinforcement bar"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "8-404",
      "unit": "",
      "appliesTo": "404 reinforcement bar"
    },
    {
      "label": "end spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "404 reinforcement bar"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-800",
      "unit": "",
      "appliesTo": "800 reinforcement bar"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS"
  ],
  "labels": [
    "AT EQUAL SPACES",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows a transverse cross section through a sloped bridge deck supported on six visible I-girders. It documents deck reinforcement callouts, exterior edge-beam forming and placement requirements, the profile grade line reference, and the note that bearing pads are not shown."
}

p09_r06Cross Section

  • deck slab×1sloped rectangular slabDeck surface is shown with a 2% slope.

2" end spacing8-404 reinforcement quantity and mark2" end spacing2% deck slope2-800 reinforcement quantity and mark

crop

p09_r08

page 9 · other_p09_r08
Original
p09_r08
{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 2,
      "note": "Only portions of two girders are visible."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown above the girders; crop shows only a portion."
    },
    {
      "name": "edge beam forms",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Referenced in the note; form outline is shown at deck edge."
    }
  ],
  "measurements": [
    {
      "label": "time after deck pour",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck"
    }
  ],
  "notes": [
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "FLUSH WITH C… FACE OF BEA… (partial)"
  ],
  "description": "This crop shows a partial bridge deck-edge construction detail with portions of two I-girders below the deck slab. It documents the edge beam form removal requirement after the deck pour."
}

p09_r08Detail

  • deck slabrectangularShown above the girders; crop shows only a portion.

72 HOURS time after deck pour28 DAY concrete strength age

Page 10

crop

p10_r09 notes

page 10 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p10_r09_notes
Original
p10_r09 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Tops and edge faces referenced in note."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bonding surface referenced in note."
    }
  ],
  "measurements": [
    {
      "label": "Roughened surface amplitude",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "beams"
    }
  ],
  "notes": [
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4”. CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM."
  ],
  "labels": [],
  "description": "This crop is a construction note, numbered 5, prescribing surface preparation for the tops of beams before bonding to the slab. It specifies rough floating, transverse brushing, a nominal roughened-surface amplitude, and removal of concrete fins or projections at beam edges."
}

p10_r09 notesNotes

  • slabBonding surface referenced in note.

1/4” Roughened surface amplitude

Page 11

crop

p11_r08 notes

page 11 · gdot_drawing_83a3db2262b94086918a1e232d2b9607_p11_r08_notes
Original
p11_r08 notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Tops to be rough floated and scrubbed transversely for bonding to slab; concrete fins or projections at beam edge to be removed."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Beam top surface is roughened for bonding to slab."
    }
  ],
  "measurements": [
    {
      "label": "Roughened surface amplitude",
      "value": "1/4″",
      "unit": "",
      "appliesTo": "beams"
    }
  ],
  "notes": [
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4″. CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM."
  ],
  "labels": [],
  "description": "This crop contains construction Note 5 concerning surface preparation of beam tops. It specifies rough floating, transverse brushing, roughened-surface amplitude, and removal of edge fins or projections to provide bonding to the slab."
}

p11_r08 notesNotes

  • slabBeam top surface is roughened for bonding to slab.

1/4″ Roughened surface amplitude