Matched toDeck Slabbridge.superstructure.deck_system.deck_slabon “Deck Slab”
| The class asks for | Value | How | From |
|---|---|---|---|
| LengthLwants m/mm | 192'-0" ft-in55'-0" + 82'-0" + 55'-0" = 192'-0".The bridge plan gives three bridge spans totaling 192'-0". Deck plans are provided for Span 1, Span 2, and Span 3, so this is taken as the longitudinal extent of each deck slab; the total-length dimension itself is labeled for the bridge rather than explicitly for the slab. | derivedcheck | p1 · p01_r01 planp2 · p02_r01 deck planp3 · p03_r01 deck planp4 · p04_r01 deck plan |
| WidthWwants m/mm | 43'-7" ft-inThe transverse section explicitly dimensions the deck slab section as 43'-7" out to out. | read | p5 · p05_r01 section thru slab |
| ThicknessTwants m/mm | 7¾" between beams; 8" in overhangs inThe section note explicitly requires a constant slab thickness of 7¾" between beams and 8" in the overhangs. | read | p5 · p05_r01 section thru slab |
| Instance CountNwants count | 2 countThe deck plan identifies two deck slab areas, one westbound and one eastbound. | read | p2 · p02_r01 deck plan |
| Concrete Gradefck | not establishedNo reading states a concrete strength, class, or grade for the deck slab. | not found |
Worked out by openai/gpt-5.6-terra 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 it53
- 82'-0"overall deck widthnot attributedp3 · p03_r01 deck plan
- 16'-4½"deck-width segmentnot attributedp3 · p03_r01 deck plan
- 16'-6"deck-width end segmentnot attributedp3 · p03_r01 deck plan
- 5'-0"dimension at marked symbolsnot attributedp3 · p03_r01 deck plan
- 1'-9½"deck edge dimensionnot attributedp3 · p03_r01 deck plan
- 40'-0"gutter to gutternot attributedp3 · p03_r01 deck plan
- 43'-7"out to outnot attributedp3 · p03_r01 deck plan
- 81°-20'-05.0"typical anglenot attributedp3 · p03_r01 deck plan
- 82'-0"overall deck widthp3 · p03_r01
- 16'-4½"dimension segmentp3 · p03_r01
- 16'-6"dimension segmentp3 · p03_r01
- 3'-0"end offsetp3 · p03_r01
- 2'-0"end offsetp3 · p03_r01
- 1'-9½"dimension at outside edgep3 · p03_r01
- 40'-0"gutter to gutterp3 · p03_r01
- 43'-7"out to outp3 · p03_r01
- 22'-0"PGL offset shownnot attributedp3 · p03_r01
- 5'-0"dimension at circled asterisk calloutsnot attributedp3 · p03_r01
- 81°-20'-05.0"skew anglep3 · p03_r01
- 55'-0"overall deck widthp4 · p04_r01 deck plan
- 18'-4"deck-width segmentp4 · p04_r01 deck plan
- 40'-0"gutter-to-gutter widthp4 · p04_r01 deck plan
- 43'-7"out-to-out widthp4 · p04_r01 deck plan
- 1'-9½"edge dimensionp4 · p04_r01 deck plan
- 22'-0"central separationp4 · p04_r01 deck plan
- 17'-2¾"segment dimensionp4 · p04_r01 deck plan
- 17'-2¹³⁄₁₆"segment dimensionp4 · p04_r01 deck plan
- 51'-8⅜"overall intermediate dimensionp4 · p04_r01 deck plan
- 52'-2¹³⁄₁₆"construction-centerline dimensionp4 · p04_r01 deck plan
- 17'-5¼"segment dimensionp4 · p04_r01 deck plan
- 17'-4⁵⁄₁₆"segment dimensionp4 · p04_r01 deck plan
- 81°-20'-05.0"skew anglep4 · p04_r01 deck plan
- 7¾”constant slab thickness between beamsp5 · p05_r01 section thru slab
- 2 %deck cross slopep5 · p05_r01 section thru slab
- 2% %slab slopep5 · p05_r05 section thru slab
- 2%cross slopep5 · p05_r06 8 typ
- 34'-0"left portion of deck widthp5 · p05_r01
- 6'-0"right portion of deck widthp5 · p05_r01
- 22'-0"width to right edge from PGL referencep5 · p05_r01
- 14'-2½"right-side widthp5 · p05_r01
- 1'-8"edge offsetp5 · p05_r01
- 1'-8"edge offsetp5 · p05_r01
- 1½"edge thickness / offsetp5 · p05_r01
- 1½"edge thickness / offsetp5 · p05_r01
- 8"overhang thicknessp5 · p05_r01
- 8"overhang thicknessp5 · p05_r01
- 2%deck slopep5 · p05_r01
- 7¾"slab thicknessp5 · p05_r01
- 1"clearancep5 · p05_r01
- 2"partial adjacent view dimensionnot attributedp5 · p05_r01
- 2%slab slopep5 · p05_r05
- 8" "Typical deck thicknessp5 · p05_r06
- 2% %Slopep5 · p05_r06
Notes on the sheets that carry it
- p1POINT OF MIN. VERT. CLEARANCE
- p1FUTURE POINT OF MIN. VERT. CLEARANCE
- p1TEMPORARY SHORING AS NECESSARY, TYP.
- p1TO BE REMOVED
- p1MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN
- p1CHAIN LINK WIRE FENCE, TYP.
- p23'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
- p28" FILLET, TYP.
- p281°-20'-05.0", TYP.
- p210" CONCRETE DIAPHRAGM, TYP.
- p21'-0" EDGEBEAM, TYP.
- p212" PAVING REST
- p21'-6" ENDWALL
- p2FENCE POST SPACING
- p32'-0" MIN. LAP
- p3(*) 5. 2-600 (10'-0" LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3.
- p3(**) 6. LAP IN BARS SHALL BE STAGGERED AND ALTERNATED TO MAXIMIZE THE DISTANCE BETWEEN ADJACENT SPLICES.
- p5DIMENSION “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.
- p5MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.
- p5“D” = 8¾” INTERIOR BEAMS
- p5“D” = 9⅝” EXTERIOR BEAMS
- p5FENCE NOT SHOWN, TYP.
- p530-400A SPACED AS SHOWN
- p5502 AT EVERY 500A, TYP.
- p5500A AT 6½”
- p550I UNDER EVERY 500A
- p56-400A AT EQ. SPS.
- p514-400A AT EQUAL SPACES, TYP.
- p5REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
- p5¾” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.
- p558-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)
- p5AT EQUAL SPACES
- p51" DIAMETER PLAIN BAR
- p5POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.
- p5NOTE: BEARING PADS NOT SHOWN
- p5501 UNDER EVERY 500A
- p55B-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r01 planPlan
- bridge deck×2rectangular, skewedParallel left and right bridge deck outlines are shown.
12'-1" minimum dimension74'-7 15/16" dimensionN. 2'-23'-16'-7" area dimension75'-10 15/16" dimension1'-9 1/2" minimum vertical clearance40'-0" gutter to gutter43'-7" gutter to gutter6'-0" spacing+29 more
Page 2
p02_r01 deck planPlan
- deck slab×2skewed rectangularTwo adjacent roadway deck-plan areas are shown, one for westbound and one for eastbound.
55'-0" overall width18'-4" equal width segments18'-4" equal width segments18'-4" equal width segments1'-0" end offset9'-6" fence post spacing9'-6" fence post spacing9'-6" fence post spacing+69 more
Page 3
p03_r01 deck planPlan
- deck slab×2tapered rectangular plan areaTwo deck-plan areas are shown, separated by 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 offset2'-0" end offset1'-0" edgebeam width+12 more
p03_r04 notesNotes
- slabTop of slab referenced.
2-600 bar designation/quantity10'-0" length
p03_r01Plan
- deck slab×2rectangular, skewedSeparate westbound and eastbound deck areas are shown.
82'-0" overall deck width16'-4½" dimension segment16'-6" dimension segment9'-6" fence post spacing9'-10½" fence post spacing3'-0" end offset2'-0" end offset1'-0" edgebeam width+10 more
Page 4
p04_r01 deck planPlan
- deck slab×2skewed rectangularTwo adjacent deck-plan areas are shown, separated by the construction centerline area.
55'-0" overall deck width18'-4" deck-width segment6'-6" fence post spacing9'-6" fence post spacing1'-0" end spacing1'-0" edgebeam width3'-0" endwall outside exterior beam8" fillet+21 more
p04_r01Plan
- deck slab×2rectangular plan areas with skewed sidesTwo parallel deck areas are shown, identified by PGL WESTBOUND and PGL EASTBOUND.
55'-0" deck width18'-4" deck width subdivision6'-6" fence post spacing9'-6" fence post spacing1'-0" end offset5'-0" dimension3'-0" endwall outside exterior beam1'-0" edgebeam+41 more
Page 5
p05_r01 section thru slabCross Section
- deck slab×1slightly sloped rectangular slabSectioned slab across the bridge width.
8¾” dimension D, interior beams9⅝” dimension D, exterior beams7¾” constant slab thickness between beams8” slab thickness in overhangs1/2” edge dimension1’-8” edge offset43’-7” out to out width40’-0” gutter to gutter width+14 more
p05_r03 400 bars in top of slab overElevation
- deck slab×1rectangular, slightly sloping longitudinal profileReinforcement is shown within the slab.
58-600 top-of-slab reinforcement callout2 bars between each pair of 400 bars400 bar designation
p05_r05 section thru slabSection
- slab×1continuous flat slab with slight transverse slopeSection is titled SECTION THRU SLAB.
2% % slab slope5" spacing dimension5" spacing dimension1" bar diameter
p05_r06 8 typCross Section
- bridge deck slab×1sloped rectangular slabDeck is shown with a 2% slope.
8″ typical thickness/depth2″ spacing/end dimension8-404 reinforcement quantity/callout2% cross slope
p05_r01Cross Section
- deck slab×1sloping rectangular slab with overhangsreinforced concreteShown across six beams; 2% slope is indicated.
43'-7" out to out40'-0" gutter to gutter34'-0" left portion of deck width6'-0" right portion of deck width22'-0" width to right edge from PGL reference14'-2½" right-side width1'-8" edge offset1'-8" edge offset+25 more
p05_r03Cross Section
- deck slab×1rectangular, slightly slopingReinforcement is shown in the slab.
5B-600 reinforcement designation400 bar designation
p05_r05Section
- slab×1sloped rectangular slabSectioned across the top of the beam-like units.
2% slab slope5" dimension7 reinforcing bar quantity5" dimension2 reinforcing bar quantity4 reinforcing bar quantity2 reinforcing bar quantity1" plain bar diameter
p05_r06Cross Section
- deck slab×1sloped rectangular slabCarries a 2% cross slope.
8" " Typical deck thickness2" " End dimension2" " End dimension2% % Slope