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SR 3008,KENNERDELL over OVER ALLEGHENY RIVER

Map

Coordinates:
+41.26393, -79.84119
41°15'50" N, 79°50'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3008,KENNERDELL over OVER ALLEGHENY RIVER
Structure number:000000000040929
Old structure number:603008010020940 (from 1992 edition)
Location:CLINTON TOWNSHIP
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:259.9 ft. [79.2 m]
Total length:740.2 ft. [225.6 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:693 [as of 2018]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:90.6
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$325,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodGoodVery GoodGood69390.6
June 2016GoodGoodVery GoodGood71090.5
June 2014GoodGoodVery GoodGood17892.6
June 2012GoodGoodVery GoodGood18192.6
June 2010GoodGoodVery GoodGood18292.6
May 2009FairGoodVery GoodSatisfactory18292.6
June 2006GoodGoodVery GoodGood18092.6
June 2005FairFairVery GoodGood18291.6
June 2004FairFairVery GoodGood17991.6
June 2002FairSatisfactoryVery GoodGood17392.6
October 2001GoodVery GoodVery GoodGood17192.6
November 2000GoodVery GoodVery GoodGood17192.6
March 2000PoorCriticalSeriousSerious4940.0
January 1999PoorCriticalSeriousSerious5010.0
February 1998PoorCriticalSeriousSerious5015.0
October 1996PoorSeriousSeriousSerious5495.0
September 1995PoorPoorSeriousSerious5497.6
September 1994PoorCriticalSeriousSerious7667.6
October 1993PoorCriticalSeriousSerious7577.6
August 1992PoorSeriousSeriousSerious7573.0
July 1991PoorSeriousPoorSerious7343.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,1931,0892,10400
Steel Protective Coatingsq. ft.64,901064,90100
Deck
Reinforced Concrete Decksq. ft.23,052023,05200
Substructure
Reinforced Concrete Pier Walllinear ft.6255700
Reinforced Concrete Abutmentlinear ft.9595000
Joints
Strip Seal Jointlinear ft.4141000
Compression Jointlinear ft.7272000
Other Jointlinear ft.3333000
Bearings
Pot Bearingeach1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,4921,492000