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SR 219-US 219 over POWERS RUN

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+41.47933, -78.66971
41°28'46" N, 78°40'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 219-US 219 over POWERS RUN
Structure number:000000000015560
Old structure number:240219049000000 (from 1992 edition)
Location:JOHNSONBURG
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:60.0 ft. [18.3 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Skew angle:45°
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: April 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,541 [as of 2016]
Truck traffic:16% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:52.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$805,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016PoorPoorFairPoor554152.0
April 2014PoorPoorFairPoor400755.5
April 2012PoorPoorFairPoor492153.0
April 2010PoorPoorFairPoor494754.0
April 2008PoorPoorFairPoor527853.0
May 2006PoorPoorFairPoor524152.0
May 2004PoorPoorFairPoor515953.0
May 2002PoorPoorFairPoor601452.0
May 2001PoorPoorFairPoor595452.0
June 2000PoorFairFairPoor595454.0
June 1998PoorFairFairPoor605153.0
June 1996FairFairFairFair517169.5