⚠ No class in the bridge ontology fits this itemAdd a class
The ontology would need a bridge edge beam class.
How the sheets named it
Notes on the sheets that carry it
- p43'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
- p48" FILLET, TYP.
- p4B.F.P.R. BENT 1
- p412" PAVING REST
- p41'-6" ENDWALL
- p41'-0" EDGEBEAM, TYP.
- p410" CONCRETE DIAPHRAGM, TYP.
- p481°-20'-05.0", TYP.
- p4CONSTRUCTION CL SR 21
- p481°-20'-05.0"
- p4FENCE POST SPACING
- p4END POST
- p52'-0" MIN. LAP
- p6B.F.P.R. BENT 4
- p6CONSTRUCTION ℄ SR 21
- p6PGL WESTBOUND
- p6PGL EASTBOUND
- p6N 83°-43'-21.7" E
- p78-404 AT EQUAL SPACES
- p7FENCE NOT SHOWN, TYP.
- p7POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.
- p7NOTE: BEARING PADS NOT SHOWN
- p7SR 21 WB = PGL
- p78", TYP.
- p72%
- p7DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH.
- p9SLAB REINFORCEMENT NOT SHOWN
- p9BEARING PADS NOT SHOWN
- p9* 1" PREFORMED JOINT FILLER
- p9BENT 2 SHOWN
- p9BENT 3 SIMILAR
- p91 1/2" CL. 3 SIDES
- p91" DIA. PLAIN BAR
- p9SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)
- p9ROUND TO 1/4" R
- p9REQUIRED CONST. JOINT., TYP.
- p9SEE DETAIL "A"
- p9BENT 2 SHOWN, BENT 3 SIMILAR
- p91 1/2" CL., TYP.
- p9C REQ'D. CONST. JOINT
Every crop it was read in — the drawing beside what the model took off it
Page 4
p04_r01 title blockPlan
- Edgebeam×2linear strip along deck edgeconcrete1'-0" EDGEBEAM, TYP., one along each side of each span
55'-0" ft-in Overall deck width (top span)18'-4" ft-in Segment width9'-6" ft-in Beam spacing6'-6" ft-in End segment1'-0" ft-in Edge offset40'-0" ft-in Gutter to gutter width43'-7" ft-in Out to out width1'-9 1/2" ft-in Offset from gutter to out+27 more
p04_r01Plan
- Edgebeam×2linear, along deck edgeconcrete1'-0" edgebeam, typ., one per bridge
55'-0" ft-in Overall deck width18'-4" ft-in Panel spacing9'-6" ft-in Bar spacing6'-6" ft-in End spacing1'-0" ft-in Edge offset5'-0" ft-in Bearing pad spacing8" in Fillet thickness10" in Diaphragm thickness+22 more
Page 5
p05_r01 out to outPlan
- Edgebeam×4linear strip along deck edgeconcrete (implied)1'-0" EDGEBEAM, TYP., along outer edges of both deck panels
82'-0" ft-in Overall deck length82'-0" ft-in Overall deck length16'-4 1/2" ft-in Bay spacing16'-6" ft-in End bay spacing9'-6" ft-in Sub-spacing9'-10 1/2" ft-in Sub-spacing3'-0" ft-in Edge offset2'-0" ft-in Edge offset+12 more
p05_r01Plan
- edge beam×4linear strip along deck edgeconcretelabeled '1'-0" EDGEBEAM, TYP.' along outer edges of both decks
82'-0" overall deck width16'-4 1/2" panel spacing16'-6" end panel spacing9'-6" sub-spacing9'-10 1/2" sub-spacing (alt row)3'-0" end offset2'-0" end offset (alt)1'-0" end offset (alt)+12 more
Page 6
p06_r01 title blockPlan
- Edge beam×2linearconcreteLabeled '1'-0" EDGEBEAM, TYP.', one along each deck half
55'-0" Overall deck width, top deck18'-4" Beam bay spacing (3 bays)6'-6", 9'-6", 9'-6", 9'-6", 9'-6", 9'-6" Fence post spacing sequence1'-0" End dimension81°-20'-05.0" Skew angle10" Diaphragm thickness8" Fillet dimension1'-0" Edgebeam width+20 more
p06_r01Plan
- Edgebeam×2linear, 1'-0" widereinforced concrete (implied)Typical edgebeam along outer edge of each roadway deck.
55'-0" ft-in Overall deck width18'-4" ft-in Segment width6'-6" ft-in Fence post spacing9'-6" ft-in Fence post spacing1'-0" ft-in Fence post spacing (end)5'-0" ft-in Post bracket spacing81°-20'-05.0" degrees-min-sec Skew angle10" in Diaphragm thickness+33 more
Page 7
p07_r05 8 typCross Section
- Edge Beam2-800×1rectangular with sloped topreinforced concreteouter edge beam at right side of deck, poured flush with outside face of beam
8 in Deck thickness2 in Beam spacing offset2 in Beam spacing offset8-404 Equal spacing dimension2 % Cross slope
p07_r05Cross Section
- Edge beam×2rectangular strip along deck edgeconcretepoured flush with outside face of beam per callout
8 in Deck thickness8-404 Beam spacing2 in Edge offset2 in Edge offset2 % Cross slope
p07_r07Section
- edge beamconcreteReferenced by section title 'SECTION THRU EDGE BEAM'; the actual section drawing is not visible in this crop, only its title and an associated note.
72 HOURS form removal time28 DAY concrete strength timing
Page 9
p09_r03 detail aSection
- Edge beam×1rectangular with tapered haunchreinforced concreteSection thru edge beam at Bent 2, Bent 3 similar; shows preformed joint filler and construction joint
8 in width1'-0 1/2 width1'-0 1/2 width8 in width4 in clearance8 in depth18 in spacing1 1/2 in clearance+14 more
p09_r03Detail
- Edge beam×1rectangular with notched jointreinforced concreteSection thru edge beam at Bent 2 (Bent 3 similar); shows construction joint, preformed joint filler, and reinforcement bars 506A, 800, 508, 509, 801/802, 404
8 in width1'-0 1/2 ft-in width1'-0 1/2 ft-in width8 in width4 in clearance8 in depth1 1/2 in clearance1'-0 ft width+12 more