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SR 4013 over STRODES RUN

Map

Coordinates:
+40.54686, -77.71652
40°32'49" N, 77°42'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 4013 over STRODES RUN
Structure number:000000000026594
Old structure number:444013003000000 (from 1992 edition)
Location:1 MI NW STRODES MILLS
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:41.0 ft. [12.5 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,124 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:68.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$360,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairFairFairSatisfactory112468.5
June 2014FairFairFairSatisfactory75869.3
June 2012FairFairFairSatisfactory77769.3
June 2010FairFairFairSatisfactory108868.6
June 2008FairFairFairSatisfactory108568.6
June 2006FairFairFairSatisfactory106968.6
June 2004FairFairFairSatisfactory194966.7
September 2002FairFairFairSatisfactory188663.8
June 2000FairFairFairSatisfactory80766.2
August 1998FairFairFairSatisfactory79166.2
August 1996FairSatisfactoryFairGood74473.5
August 1994FairSatisfactoryFairGood71872.6
July 1992FairSatisfactoryFairGood70872.6
August 1990FairSatisfactoryFairGood68772.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2890271180
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.1,1751,1631200
Wearing Surfacessq. ft.1,0321,032000
Substructure
Reinforced Concrete Abutmentlinear ft.8779800
Bearings
Enclosed/Concealed Bearingeach1414000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8484000
Steel Protective Coatingsq. ft.10,75310,753000