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SR 120-PA 120 over WEST CREEK

Map

Coordinates:
+41.47420, -78.35898
41°28'27" N, 78°21'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 120-PA 120 over WEST CREEK
Structure number:000000000008833
Old structure number:120120007011200 (from 1992 edition)
Location:TRUMAN
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:51.8 ft. [15.8 m]
Total length:108.9 ft. [33.2 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1951
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,538 [as of 2018]
Truck traffic:8% of total traffic
Deck condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:68.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$777,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairFairFair253868.2
May 2016FairFairFairFair250468.2
May 2014PoorFairPoorFair272847.6
May 2012PoorFairPoorFair264447.8
May 2010PoorFairPoorFair265849.0
May 2008FairFairFairFair265862.2
November 2007FairFairFairFair340568.2
May 2006PoorFairFairPoor334851.2
October 2004FairFairFairSatisfactory326067.2
October 2003FairFairFairSatisfactory322867.2
July 2002FairFairFairSatisfactory322867.2
June 2001FairFairFairSatisfactory296967.2
July 2000FairFairFairSatisfactory296967.2
August 1999FairFairFairSatisfactory290567.2
August 1998FairFairFairSatisfactory284267.2
August 1997FairFairFairSatisfactory278668.2
August 1996FairFairFairSatisfactory273168.2
February 1996FairFairFairSatisfactory273168.3
August 1994FairFairFairSatisfactory214468.3
August 1993FairFairFairSatisfactory211968.3
July 1992FairFairFairSatisfactory211968.3
July 1991FairFairFairFair205766.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3008003002000
Steel Protective Coatingsq. ft.22,82022,820000
Deck
Reinforced Concrete Decksq. ft.4,1003,24738500
Wearing Surfacessq. ft.3,8003,800000
Substructure
Reinforced Concrete Pier Walllinear ft.67175000
Reinforced Concrete Abutmentlinear ft.9809800
Joints
Pourable Jointlinear ft.4100410
Bearings
Elastomeric Bearingeach3939000
Bridge Rail
Other Material Bridge Raillinear ft.208208000