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SR 2002 Lietersbrg over MARSH RUN

Map

Coordinates:
+39.72801, -77.66395
39°43'41" N, 77°39'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 2002 Lietersbrg over MARSH RUN
Structure number:000000000017497
Old structure number:282002012025450 (from 1992 edition)
Location:1.5MI E OF WINGERTON
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:34.1 ft. [10.4 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:18.7 ft. [5.7 m]
Owner:State Highway Agency [01]
Year built:1925
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: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,042 [as of 2018]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 assessed or calculated scour condition. [5]
Sufficiency rating:63.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$361,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactoryFairSatisfactory104263.1
June 2016FairSatisfactoryFairSatisfactory104463.1
June 2014FairSatisfactoryFairSatisfactory92563.3
June 2012FairSatisfactoryFairSatisfactory89963.3
June 2010FairSatisfactoryFairSatisfactory90963.3
June 2008FairSatisfactoryFairSatisfactory89463.3
June 2006FairSatisfactoryFairSatisfactory85863.3
July 2004FairSatisfactoryFairSatisfactory72163.5
August 2002FairSatisfactoryFairSatisfactory69563.5
July 2000FairSatisfactoryFairSatisfactory131662.8
May 1998FairSatisfactoryFairSatisfactory128462.9
May 1996FairSatisfactoryFairGood120064.0
May 1994FairSatisfactoryFairGood114964.1
May 1992FairSatisfactorySatisfactoryGood112475.4
May 1990FairGoodFairGood74466.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2520237150
Deck
Reinforced Concrete Decksq. ft.7116753600
Wearing Surfacessq. ft.5935633000
Substructure
Reinforced Concrete Abutmentlinear ft.67541300
Bearings
Enclosed/Concealed Bearingeach1414000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7607600