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SR 4027/BUS US 220 over BALD EAGLE CREEK

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

Map

Coordinates:
+40.68074, -78.23396
40°40'51" N, 78°14'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 4027/BUS US 220 over BALD EAGLE CREEK
Structure number:000000000005878
Old structure number:074027012000000 (from 1992 edition)
Location:0.4 MILE NORTH OF TR 453
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:82.0 ft. [25.0 m]
Total length:82.0 ft. [25.0 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1910
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]

Latest Available Inspection: January 2014

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:3,126 [as of 2013]
Truck traffic:4% of total traffic
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:54.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$36,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2014Poor-PoorFair312654.2
April 2012Poor-PoorFair245662.9
August 2010Poor-PoorFair247162.9
October 2008Poor-PoorFair246562.9
December 2006Poor-PoorFair411353.0
January 2005Poor-PoorFair403250.9
February 2003Poor-PoorFair392951.0
April 2001Poor-PoorFair392951.0
June 1999Poor-PoorFair418050.7
August 1997Poor-PoorFair403350.9
September 1995Poor-PoorFair301450.5
August 1994Fair-FairFair296167.8
August 1993Poor-PoorPoor290950.7
July 1992Poor-PoorPoor290950.7
June 1991Poor-PoorFair275150.9