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ASHLAND ROAD over WESTERN RUN

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ASHLAND ROAD over WESTERN RUN
Structure number:200000BC6501010
Location:0.2 MI E YORK RD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:91.9 ft. [28.0 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1922
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,537 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inventory rating:62.4 tons [56.7 metric tons]
Sufficiency rating:76.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$85,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201676.4GoodGoodGoodGoodFO9537
January 201676.4GoodGoodGoodGoodFO9537
December 201476.8GoodGoodGoodGoodFO8720
December 201276.8GoodGoodGoodGoodFO8720
December 201076.8GoodGoodGoodGoodFO8720
October 200976.8GoodGoodGoodGoodFO8720
October 200776.8GoodGoodGoodGoodFO8720
October 200576.8GoodGoodGoodGoodFO8720
September 200376.8GoodGoodGoodGoodFO8720
December 200177.8GoodGoodGoodGoodFO6600
November 199977.8GoodGoodVery GoodGoodFO6600
December 199777.8GoodGoodVery GoodGoodFO6600
January 199777.8GoodGoodVery GoodGoodFO6600
February 199566.2FairGoodVery GoodFairFO6600
November 199266.2FairGoodVery GoodFair-6600
November 199077.8GoodGoodVery GoodGood-6600