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OLD FILETOWN ROAD over BUSHKILL CREEK

Map

Coordinates:
+40.77180, -75.28120
40°46'18" N, 75°16'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD FILETOWN ROAD over BUSHKILL CREEK
Structure number:000000000028809
Old structure number:487203059790720 (from 1992 edition)
Location:SOUTH OF BELFAST
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:65.9 ft. [20.1 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1937
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:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10 [as of 2010]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:67.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$54,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairVery GoodFairFair1067.8
April 2016PoorSeriousPoorFair1044.7
April 2014PoorSeriousPoorFair1044.6
April 2013PoorSeriousPoorFair1044.7
April 2012PoorSeriousPoorFair2044.6
April 2010FairSatisfactoryFairSatisfactory2065.6
April 2008FairSatisfactorySatisfactorySatisfactory2076.6
October 2005FairGoodSatisfactorySatisfactory2074.5
October 2003FairGoodSatisfactorySatisfactory2074.5
October 2001FairGoodSatisfactorySatisfactory2074.5
October 1999FairGoodSatisfactorySatisfactory2074.5
December 1997FairGoodSatisfactorySatisfactory2074.5
October 1996FairGoodSatisfactorySatisfactory2042.0
December 1994FairGoodGoodSatisfactory2042.0
February 1993PoorPoorGoodSatisfactory2039.0
December 1991PoorPoorGoodSatisfactory2039.0
December 1989PoorPoorGoodSatisfactory2039.0