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SR 62 over OVER LENHART RUN

Map

Coordinates:
+41.82767, -79.25968
41°49'40" N, 79°15'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 62 over OVER LENHART RUN
Structure number:000000000034030
Old structure number:610062039000000 (from 1992 edition)
Location:PLEASANT TOWNSHIP
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:21.0 ft. [6.4 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:34.5 ft. [10.5 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1928
Year reconstructed:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,599 [as of 2017]
Truck traffic:9% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:77.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$35,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactoryFairFair159977.2
May 2015FairSatisfactoryFairFair138079.6
May 2013FairSatisfactoryFairFair138079.4
May 2011FairSatisfactoryFairFair149079.4
May 2009FairSatisfactoryFairFair149879.4
May 2007FairSatisfactoryFairFair171079.0
May 2005FairSatisfactoryFairFair168778.8
May 2003FairSatisfactoryFairFair231476.7
May 2001FairSatisfactoryFairFair227574.8
May 1999FairSatisfactoryFairSatisfactory175576.7
May 1997FairSatisfactoryFairSatisfactory195876.3
March 1995PoorSatisfactoryFairPoor275656.5
March 1994PoorSatisfactoryFairPoor272356.5
March 1993PoorSatisfactoryFairPoor272356.5
April 1991PoorGoodFairPoor266956.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.8482200
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Girder/Beamlinear ft.84335460
Deck
Reinforced Concrete Decksq. ft.868859900
Wearing Surfacessq. ft.789789000
Substructure
Reinforced Concrete Abutmentlinear ft.55352000
Bearings
Fixed Bearingeach1616000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4646000
Steel Protective Coatingsq. ft.10,75310,753000