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 it3
- 1'-9 1/2" ft-inBearing offsetnot attributedp1 · p01_r01 plan
- STA. 17+29.07Stationnot attributedp1 · p01_r01 plan
- STA. 17+29.07Stationnot attributedp1 · p01_r01
Notes on the sheets that carry it
- p1ALL BENTS ARE F... RAILWAY COMPANY... (text cut off, partial)
- p1END BENT PILES ... (text cut off, partial)
- p1STATIONS ARE AL... AND B.F.P.R. OR ... ELEVATIONS ARE ... PROFILE GRADE LI... PROFILE GRADE LI... (text cut off, partial)
- p1MEASURED ALONG... (text cut off, partial)
- p1LEFT BRIDGE: MINIMUM REQUIRED... EXISTING TRACK V... FUTURE TRACK VE... RIGHT BRIDGE: MINIMUM REQUIRED... EXISTING TRACK V... FUTURE TRACK VE... (text cut off, partial)
- p1MINIMUM REQUIRED... (text cut off, partial)
- p1TEMPORARY SHORING AS NECESSARY, TYP.
- p1TO BE REMOVED
- p1APPROXIMATE EXISTING GROUNDLINE
- p1FUTURE GROUNDLINE
- p1TO US 25/SR 121
- p1TO GA HIGHWAY 23
- p1TO PERKINS
- p1TO MILLEN
- p1AHEAD
- p1BEGIN BRIDGE
- p1END BRIDGE
- p1RR R/W
- p1FRONT FACE OF WALL 1
- p1FRONT FACE OF WALL 2
- p1PGL WESTBOUND
- p1PGL EASTBOUND
- p1RRMP D-0080.54
- p1CHAIN LINK WIRE FENCE, TYP.
- p1EXP.
- p1FIX
- 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.
- p82. CAST 4" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.
- p83. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4" DIA. GALVANIZED SLEEVES.
- p84. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.
- p85. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14".
- p86. 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.
- p87. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.
- p8WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS
- p8SLAB REINFORCEMENT NOT SHOWN
- p8END BENT 1 SHOWN, END BENT 4 SIMILAR
- p8* NON-SHRINK, NON-METALLIC PORTLAND CEMENT GROUT IN ACCORDANCE WITH ASTM C1107, TROWEL TO PROVIDE POSITIVE DRAINAGE.
- p8REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r01 planPlan
- bearing×8marked EXP. and FIX at bent locations in elevation view
192'-0" ft-in Total length of bridge55'-0" ft-in Span 1 length82'-0" ft-in Span 2 length55'-0" ft-in Span 3 length43'-7" ft-in Out to out width40'-0" ft-in Gutter to gutter width81°-20'-05.0" deg-min-sec Skew angle1'-9 1/2" ft-in Bearing offset+20 more
p01_r01Plan
- BearingEXP×4Expansion bearings at Bent 1, Bent 3, Bent 4 (multiple locations) per elevation
- BearingFIX×2Fixed bearings at Bent 2 per elevation
12'-1" MIN clearance to existing track74'-7 5/16" Distance75'-10 5/16" DistanceN 2°-23'-16.7" E Bearing angle1'-9 1/2" Offset6'-0" Offset40'-0" Gutter to gutter width43'-7" Out to out width+18 more
Page 8
p08_r01 for further details see georgia dot specDetail
- BearingCalled out as 'BEARING NOT S[HOWN]' - not depicted, text partial/cut off
1 1/2 in Overhang width1'-8" ft-in Width34'-0" ft-in Width6'-8" ft-in Width1'-1" ft-in Width3'-6" ft-in Barrier height at right2 % Cross slope1 in Gap min.+36 more
p08_r01Detail
- Bearing×1Labeled 'BEARING NOT SH[OWN]', partially cut off
1 1/2 in Width1'-8" ft-in Width34'-0" ft-in Length6'-8" ft-in Width1'-1" ft-in Width3'-6" ft-in Height2% % Slope1" in Gap+37 more
Page 10
p10_r01 notesElevation
- bearing×2Centerline of bearing marked at both ends of beam
55'-0" ft-in Span length53'-7 5/8" ft-in Beam length26'-9 13/16" ft-in Midpoint distance9 13/16" in Distance from midpoint mark3 SPACES AT 24" in Spacing6" in Spacing18 SPACES AT 12" in Spacing4" in Spacing+28 more
p10_r01Elevation
- bearing point×2Centerline of bearing marked at each end of beam.
55'-0" Span length53'-7 5/8" Beam length26'-9 13/16" Midpoint distance9 13/16" Dimension3 SPACES AT 24" Spacing6" Dimension18 SPACES AT 12" Spacing4" Dimension+31 more
Page 11
p11_r01 notesElevation
- bearing×2Centerline of bearing marked at both ends of beam
82'-0" ft-in Span length80'-11 5/8" ft-in Beam length40'-5 13/16" ft-in Midpoint distance11 13/16" in Dimension9 SPACES AT 24" in Spacing19 SPACES AT 12" in Spacing4" in Dimension6 SPACES AT 4" in Spacing+20 more
p11_r01Elevation
- bearing×2centerline bearing locations shown near each bent
82'-0" ft-in Span Length80'-11 5/8" ft-in Beam Length40'-5 13/16" ft-in Midpoint dimension11 3/16" in Dimension to first spacing group9 SPACES AT 24" in Spacing19 SPACES AT 12" in Spacing4" in Dimension6 SPACES AT 4" in Spacing+15 more
Page 13
p13_r01 title blockPlan
- Bearing deviceBRG.×2rectangular grid pattern (cross-hatched)not stated (likely elastomeric or steel bearing)Centerline of bearing marked at each end near BFPR; see Detail 2 Bridge Sheet 16
22'-0" ft-in Span dimension7'-7" ft-in Beam spacing (typ.)7'-7 1/16" ft-in Beam spacing (typ., detail)3'-0 7/8" ft-in End overhang6'-10 1/2" ft-in End overhang (other side)6'-10 9/16" ft-in End overhang (other side, alt)44'-1 1/16" ft-in Total cap length segment2 3/4" in Dowel hole spacing+10 more
p13_r01Plan
- BearingBRG.×12rectangular (small plan symbol)Bearing centerlines shown at each beam location on both bent caps (6 per cap).
22'-0" Span between bents22'-0" Span between bents81°-20'-05.0" Skew angle81°-20'-05.0" Skew angle81°-20'-05.0" Skew angle3'-0" Cap edge dimension3'-0" Cap edge dimension1'-6" Cap end offset+22 more
Page 14
p14_r01 planPlan
- BearingC BEARINGBearing centerline marked at ends of each bent cap
42'-6" Overall length between beam 1 and beam 6 centerline group42'-6" Overall length between beam 7 and beam 12 centerline group6'-0" End spacing7'-7 1/2" Interior beam spacing7'-7 1/16" Interior beam spacing (alt notation)2'-3 3/8" End offset2'-3 5/16" End offset (right side)11 1/2" Cap width dimension+13 more
Page 15
p15_r01 planPlan
- BearingCL BEARING×4point/lineBearing lines at ends of each plan, shown as dashed transverse lines with 'CL BEARING' label
22'-0" ft-in Overall plan width22'-0" ft-in Overall plan width81°-20'-05.0" deg-min-sec Skew angleSTA. 18+63.35 station StationSTA. 18+56.65 station Station42'-6" ft-in Overall beam group width42'-6" ft-in Overall beam group width6'-0" ft-in End spacing+29 more
p15_r01Plan
- BearingBEARINGcircular (symbol)Bearing centerline points marked at each beam location on both bent caps
81°-20'-05.0" Skew angle22'-0" ft-in Beam spacing offset22'-0" ft-in Beam spacing offset42'-6" ft-in Overall bent cap length42'-6" ft-in Overall bent cap length6'-0" ft-in End spacing7'-7 1/2" ft-in Interior beam spacing7'-7 1/16" ft-in Interior beam spacing (bearing line)+11 more
Page 17
p17_r01 title blockPlan
- Bearing pointBRG.point markerCenterline of bearing marked at several beam locations
22'-0" ft-in Spacing22'-0" ft-in Spacing81°-20'-05.0" deg-min-sec Skew angle81°-20'-05.0", TYP. deg-min-sec Skew angle typ81°-20'-05.0" deg-min-sec Skew angle81°-20'-05.0", TYP. deg-min-sec Skew angle typ81°-20'-05.0" deg-min-sec Skew angleSTA. 19+18.35 Station+26 more
p17_r01Plan
- Bearing pad locationBRG.Centerline of bearing marked near ends of each bent cap
22'-0" ft-in Span dimension22'-0" ft-in Span dimension44'-1 1/16" ft-in Overall length44'-1 1/16" ft-in Overall length3'-0 7/8" ft-in End segment length3'-0 7/8" ft-in End segment length7'-7 1/16" ft-in Segment length7'-7" ft-in Segment length+16 more