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SR 127,BUCKINGHAM over OVER ALLEGHENY RIVER

Map

Coordinates:
+41.68076, -79.41245
41°40'51" N, 79°24'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 127,BUCKINGHAM over OVER ALLEGHENY RIVER
Structure number:000000000034057
Old structure number:610127011005910 (from 1992 edition)
Location:TIDIOUTE BOROUGH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:270.0 ft. [82.3 m]
Total length:550.9 ft. [167.9 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1933
Year reconstructed:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,215 [as of 2018]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:55.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,796,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactoryFairFair221555.8
July 2016FairSatisfactoryFairFair209156.2
July 2014FairSatisfactoryFairFair214253.7
July 2012FairSatisfactoryFairSatisfactory267352.7
July 2010FairSatisfactoryFairSatisfactory268752.7
July 2008FairSatisfactoryFairSatisfactory268752.7
July 2006FairSatisfactoryFairSatisfactory254155.6
August 2004FairSatisfactoryFairSatisfactory247355.8
October 2002FairSatisfactoryFairSatisfactory396950.3
November 2001FairFairFairFair392946.2
July 2000FairFairFairFair392946.2
July 1998FairFairFairFair384446.5
October 1997FairSatisfactoryFairFair172055.6
July 1996FairSatisfactoryFairFair168655.7
September 1994FairSatisfactoryFairFair163048.8
May 1993PoorSatisfactorySatisfactoryPoor161137.7
May 1992PoorSatisfactorySatisfactoryPoor161137.7
October 1990FairSatisfactorySatisfactoryFair156649.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.3,7805993,126550
Steel Protective Coatingsq. ft.21,50621,506000
Deck
Reinforced Concrete Decksq. ft.7,2267,222400
Wearing Surfacessq. ft.6,0453,0413,00400
Superstructure
Steel Trusslinear ft.1,08022738050
Steel Protective Coatingsq. ft.21,50621,506000
Steel Floor Beamlinear ft.52614181070
Steel Protective Coatingsq. ft.21,50621,506000
Substructure
Masonry Pier Walllinear ft.3202930
Reinforced Concrete Abutmentlinear ft.114106440
Masonry Abutmentlinear ft.9086400
Joints
Strip Seal Jointlinear ft.9393000
Assembly without Seal Jointlinear ft.3131000
Bearings
Movable Bearingeach40400
Steel Protective Coatingsq. ft.21,50621,506000
Fixed Bearingeach40400
Steel Protective Coatingsq. ft.21,50621,506000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,1001,100000