Matched toBridge Bearing Systembridge.superstructure.bearing_systemcheckon “Bearing”
This class asks for no measurements, so there is no take-off to do against it.
How the sheets named it
Every dimension read for it12
- 7'-7/16"bearing spacingp14 · bent_2_left
- 22'-0"Distance from SR 21 WB = PGL reference linenot attributedp14 · p14_r01 plan of beam spacing at bent 2 left
- 2'-9⅜"Local horizontal dimensionnot attributedp14 · p14_r01 plan of beam spacing at bent 2 left
- 11½"Vertical dimensionnot attributedp14 · p14_r01 plan of beam spacing at bent 2 left
- 1'-2"Vertical dimensionnot attributedp14 · p14_r01 plan of beam spacing at bent 2 left
- 2'-1½"Vertical dimensionnot attributedp14 · p14_r01 plan of beam spacing at bent 2 left
- 2'-9 3/8"Dimension at bearing/dowel locationp15 · bent_3_left
- 15°Anglenot attributedp15 · bent_3_left
- 18+63.35stationnot attributedp15 · p15_r01 plan of bent 3 left beam spacing
- 2'-1 1/2"upper bearing row to lower bearing rowp15 · p15_r01 plan of bent 3 left beam spacing
- 2'-9 3/8"bearing dimensionp17 · bent_4_left
- 22'-0"Plan offset dimensionnot attributedp17 · bent_4_right
Notes on the sheets that carry it
- p1CHAIN LINK WIRE FENCE, TYP.
- p1FRONT FACE OF WALL NO. 1
- p1FRONT FACE OF WALL NO. 2
- p1APPROXIMATE EXISTING GROUNDLINE
- p1NOTES — partial note block visible at right edge; text is cut off and illegible in part.
- p1EL.151.00, TYP.
- p1FUTURE GROUNDLINE
- p103. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8″ EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.
- p104. AT [symbol unclear] BEARING, FORM A 1 3/4″ DIAMETER X 7″ DEEP HOLE AT THE FIXED ENDS AND A 4″ X 1 3/4″ X 7″ DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2″ DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.
- p105. 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.
- p106. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.
- p107. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.
- p108. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.
- p109. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.
- p1010. PRESTRESSING DATA IS AS FOLLOWS:
- p111. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5’-6” FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4” OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.
- p112. CHAMFER EDGES OF BEAMS 1/2” OR 3/4”.
- p114. AT ℄ BEARING, FORM A 1 3/4” DIAMETER X 7” DEEP HOLE AT THE FIXED ENDS AND A 4” X 1 3/4” X 7” DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2” DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.
- p11MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED
- p11℄ 2" DIAMETER HOLE FOR DIAPHRAGM BAR
- p11OMIT HOLE AT BEAMS 1 AND 7
- p11OMIT HOLE AT BEAMS 6 AND 12
- p11ALL DIMENSIONS ARE ALONG ℄ BEAM
- p12BEARING PAD =
- p12BEVELED SHIM PLATE
- p12BEARING
- p12BEAM
- p12B.F.P.P.R. ENDWALL
- p12℄ BEARING PAD = ℄ BEVELED SHIM PLATE
- p12B.F.P.R. → ENDWALL
- p12BENT 1 SHOWN
- p12BENT 4 SIMILAR
- p14FORM 3" DIA. X 12" DEEP HOLE FOR 1 1/2" DIA. SMOOTH DOWEL BAR, TYP.
- p14MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511
- p14* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
- p141. SEE BRIDGE ... COLUMN AN...
- p142. BARS 422
- p143. EXTEND BA...
- p14FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL BAR, TYP.
- p15…E BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS. [partial at left crop edge]
Every crop it was read in — the drawing beside what the model took off it
Page 1
bridge_1Elevation
- bearingFIX×2rectangularFixed bearings shown at Bent 2.
- bearingEXP.×4rectangularExpansion bearings shown at Wall No. 1, Bent 3, and Wall No. 2.
192'-0" *** Total length of bridge55'-0" *** Span length82'-0" *** Span length55'-0" *** Span length151.00 Elevation
p01_r08 elevation of bridge spans bents and wingwallsElevation
- bearingsEXP.×4rectangularExpansion bearing callouts shown at the end supports and adjacent to BENT 3.
- bearingsFIX×2rectangularFixed bearing callouts shown adjacent to BENT 2.
192'-0" TOTAL LENGTH OF BRIDGE55'-0" span length82'-0" span length55'-0" span lengthEL.151.00 elevation
p01_r09 elevation of bridge spans bents and pile bentsElevation
- bearingEXP.×4Expansion bearing condition shown at B.F.P.R. BENT 1, both sides of BENT 3, and B.F.P.R. BENT 4.
- bearingFIX×2Fixed bearing condition shown at BENT 2.
192'-0" *** TOTAL LENGTH OF BRIDGE55'-0" ***82'-0" ***55'-0" ***151.00 EL.
Page 10
p10_r09 notes of psc beamNotes
- bearingReferenced in Note 4; a symbol preceding “BEARING” is unclear.
1/8″ Epoxy mortar thickness at each beam end1 3/4″ Diameter of hole at fixed ends7″ Depth of hole at fixed ends4″ Slot width at expansion ends1 3/4″ Slot dimension at expansion ends7″ Slot depth at expansion ends1 1/2″ Smooth dowel diameter1/4″ Roughened surface amplitude+1 more
Page 11
p11_r10Notes
- BearingFixed and expansion ends are referenced.
5’-6” Pick-up location from beam ends4” Pick-up embedment from bottom of beam1/2” Beam edge chamfer3/4” Beam edge chamfer1/8” Epoxy mortar at each beam end1 3/4” Fixed-end hole diameter7” Fixed-end hole depth4” Expansion-end slot width+8 more
p11_r02 full elevation of prestressed beam with strand and hole layoutElevation
- bearing centerline℄ BEARING×2linenot statedBearing centerlines are indicated at both beam ends.
82'-0" span length80'-1⅝" beam length40'-5 3/16" midpoint to end dimension11 13/16" dimension9 SPACES AT 24" spacing19 SPACES AT 12" spacing4" dimension6 SPACES AT 4" spacing+24 more
Page 12
p12_r03Plan
- Bearing×1Callout identifies bearing.
1″
bent_1Plan
- bearingBearing location is called out; individual bearing geometry is not fully shown.
1″ vertical dimension at upper beam/bearing area
p12_r01 plan of endwall and bearing assembly bent 1Plan
- bearingrectangular
1” shim plate thickness
p12_r03 skewed plan of bearing pad and endwall alignmentPlan
- bearingIdentified by a centerline callout.
1″ shim plate thickness
Page 14
bent_2_leftElevation
- bearing×12Shown in plan at six beam centerlines, two bearing locations per beam.
42'-6" cap plan overall length2'-3 3/8" cap plan end dimension, left2'-3 5/16" cap plan end dimension, right6'-0" beam centerline end spacing7'-7 1/2" beam centerline spacing7'-7/16" bearing spacing8'-20'-05.0" typical cap plan dimension2'-9 3/8" dimension at STA. 17+81.35+58 more
p14_r01 plan of beam spacing at bent 2 leftPlan
- bearing locations×12circular symbolsTwo rows of bearing-location symbols are shown.
- bearing centerlines℄ BEARING×2line
81°-20'-05.0" Skew angle, typical22'-0" Distance from SR 21 WB = PGL reference line17+81.35 Station3" Dowel-bar hole diameter12" Dowel-bar hole depth1½" Smooth dowel bar diameter2'-3⅜" Left end offset7'-7¹⁄₁₆" Beam centerline spacing+9 more
p14_r02 plan of beam spacing at bent 2 rightPlan
- bearing locationC BEARING×12circular point symbolTwo bearing locations are shown at each beam centerline.
22'-0" horizontal dimension81°-20'-05.0" skew angle17+74.65 station81°-20'-05.0" skew angle3" dowel hole diameter12" dowel hole depth1 1/2" smooth dowel bar diameter2'-9 3/8" offset dimension+20 more
Page 15
bent_3_leftElevation
- bearing℄ BEARING×12circular symbolsBearing center symbols are shown at six beam lines, two per beam line.
81°-20'-05.0" Angle81°-20'-05.0" Angle22'-0" Offset from SR 21 WB = PGLSTA. 18+63.35 Station3" Dowel hole diameter12" Dowel hole depth1 1/2" Smooth dowel bar diameter11 1/2" Bent plan width segment+54 more
bent_3_rightElevation
- bearing×6bearing locations shown as circular symbols on centerlineLocated at C BEAM 7 through C BEAM 12 in the plan.
81°-20'-05.0” skew/alignment angle22'-0” dimensionSTA. 18+56.65 station42'-6” overall bent-cap plan length2'-3 5/16” end spacing7'-7 1/16” beam spacing6'-0” end spacing7'-7 1/2” beam spacing+58 more
p15_r01 plan of bent 3 left beam spacingPlan
- bearing×12circular symbolBearing centerline callout shown; two bearing rows at six beam centerlines.
22'-0" roadway/profile alignment to bent reference18+63.35 station8°-20'-05.0" skew angle, typical3" dowel-bar hole diameter12" dowel-bar hole depth1 1/2" smooth dowel bar diameter11 1/2" top edge to upper bearing row1'-2" upper bearing row to bent centerline+11 more
p15_r02 plan of bent 3 right beam spacingPlan
- bearing×12circular locationBearing centerline locations are shown in two rows.
22'-0" dimension81°-20'-05.0" skew angle18+56.65 station81°-20'-05.0" skew angle3" dowel-bar hole diameter12" dowel-bar hole depth1 1/2" smooth dowel bar diameter2'-9 3/8" dimension+13 more
Page 17
bent_4_leftDetail
- bearing×6rectangularBearing locations are identified by C BRG. and C BEAM 1 through C BEAM 6.
44'-1 1/16" overall bent-cap length7'-7 1/16" beam spacing3'-0 7/8" end plan dimension6'-10 1/2" plan dimension7'-7" plan dimension6'-10 9/16" plan dimension3'-0" bent-cap plan width1'-6" bearing dimension+27 more
bent_4_rightPlan
- Bearing/support locations℄ BEAM 7 through ℄ BEAM 12×6rectangularSix locations are shown along the footing/cap line.
22'-0" Plan offset dimension81°-20'-05.0" Skew angle19+15.00 Station19+11.65 Station81°-20'-05.0" Skew angle81°-20'-05.0" Skew angle5'-4¾" Plan width dimension3'-0⅞" Plan end dimension+43 more