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SR 3002 willamson over MUDDY RUN

Map

Coordinates:
+39.80944, -77.73687
39°48'34" N, 77°44'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3002 willamson over MUDDY RUN
Structure number:000000000017538
Old structure number:283002017020190 (from 1992 edition)
Location:1.5MI.NW OF GREENCASTLE
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:57.1 ft. [17.4 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:2017
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,946 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:80.8
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$321,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairVery GoodExcellentSatisfactory294680.8
December 2015PoorSatisfactoryPoorSatisfactory295445.6
December 2013PoorGoodPoorGood294545.6
December 2011PoorGoodPoorGood354344.7
December 2009PoorGoodPoorGood344844.9
December 2007PoorGoodPoorGood408543.9
January 2006FairGoodFairGood381659.8
February 2004FairGoodFairGood368662.0
April 2002FairGoodFairGood368662.0
March 2000FairGoodFairGood327959.4
February 1998FairGoodSatisfactoryVery Good319971.0
January 1996FairGoodSatisfactoryGood292471.3
December 1993GoodGoodGoodGood279977.9
January 1992FairSatisfactoryGoodGood198084.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.575575000
Steel Protective Coatingsq. ft.32,25932,259000
Deck
Reinforced Concrete Decksq. ft.3,4723,4373500
Wearing Surfacessq. ft.3,1363,136000
Substructure
Reinforced Concrete Pier Walllinear ft.7474000
Reinforced Concrete Abutmentlinear ft.8684200
Joints
Compression Jointlinear ft.62521000
Bearings
Movable Bearingeach1510500
Steel Protective Coatingsq. ft.32,25932,259000
Fixed Bearingeach50500
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.224224000
Steel Protective Coatingsq. ft.32,25932,259000