Matched toDeck Slabbridge.superstructure.deck_system.deck_slabon “Deck Slab”
| The class asks for | Value | How | From |
|---|---|---|---|
| LengthLwants m/mm | not 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/mm | SPAN 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". | read | p5 · p05_r01 deck planp6 · p06_r01 deck plan |
| ThicknessTwants m/mm | 7¾″ 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. | read | p7 · p07_r01 section thru slabp9 · p09_r02 section thru slab |
| Instance CountNwants count | 3 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. | derived | p5 · p05_r01 deck planp6 · p06_r01 deck plan |
| Concrete Gradefck | not 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
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
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
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
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
p05_r04 notesNotes
- slabTop of slab referenced.
10'-0" Length
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
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
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
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
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
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
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
p07_r08 notesSection
- deckconcreteReferenced in note.
72 HOURS Time after deck pour before edge beam forms may be removed28 DAY Concrete strength age
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
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
p07_r05Cross Section
- deck slab×1sloped rectangular slabSpans across five supporting members.
5" spacing/edge dimension2% cross slope1" bar diameter
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
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
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
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
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
p09_r05 detail aDetail
- slab×2rectangularSlab reinforcement not shown.
1/4"1/2"3/4"1/4" R ROUND TO3/4" = 1'-0" SCALE
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
p09_r08 face of beCross Section
- deck slabrectangularOnly a cropped portion of the deck is visible.
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
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
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
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
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
p09_r08Detail
- deck slabrectangularShown above the girders; crop shows only a portion.
72 HOURS time after deck pour28 DAY concrete strength age
Page 10
p10_r09 notesNotes
- slabBonding surface referenced in note.
1/4” Roughened surface amplitude
Page 11
p11_r08 notesNotes
- slabBeam top surface is roughened for bonding to slab.
1/4″ Roughened surface amplitude