SR 4010 over N. BR WILSON RUN


+39.96258, -77.78939
39°57'45" N, 77°47'22" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 4010 over N. BR WILSON RUN
Structure number:000000000017596
Old structure number:284010008012920 (from 1992 edition)
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:20.0 ft. [6.1 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1926
Year reconstructed:1963
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:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,555 [as of 2018]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:78.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$199,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactorySatisfactory155578.0
April 2016FairSatisfactorySatisfactorySatisfactory156178.0
April 2014FairSatisfactorySatisfactorySatisfactory172176.9
April 2012FairSatisfactorySatisfactorySatisfactory167276.9
April 2010FairSatisfactorySatisfactorySatisfactory165076.9
April 2008FairSatisfactorySatisfactorySatisfactory138477.1
April 2006FairSatisfactorySatisfactorySatisfactory129777.1
April 2004FairSatisfactorySatisfactorySatisfactory79679.5
May 2002FairSatisfactorySatisfactorySatisfactory76779.5
April 2000FairSatisfactorySatisfactoryGood75379.5
March 1998FairSatisfactorySatisfactoryGood73582.0
March 1996FairSatisfactorySatisfactoryGood70282.1
March 1994FairSatisfactorySatisfactoryGood90080.4
March 1992FairSatisfactorySatisfactoryGood88180.4
February 1990FairSatisfactorySatisfactoryGood84879.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.1291042500
Reinforced Concrete Decksq. ft.551545600
Wearing Surfacessq. ft.508508000
Reinforced Concrete Abutmentlinear ft.7272000
Reinforced Concrete Pile Cap/Footinglinear ft.7272000
Enclosed/Concealed Bearingeach1212000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4646000
Steel Protective Coatingsq. ft.10,75310,753000