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FREDERICK AVE over GWYNNS FALLS, CSX

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

Facts

Name:FREDERICK AVE over GWYNNS FALLS, CSX
Structure number:200000BC2206010
Location:0.6 MI E HILTON PKWY
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:109.9 ft. [33.5 m]
Total length:229.0 ft. [69.8 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Vertical clearance below bridge:25.9 ft. [7.9 m]
Skew angle:54°
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Concrete [1]
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: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:16,175 [as of 2007]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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 replacement [2]
Underclearances appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:61.8 tons [56.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:78.1
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201678.1GoodGoodVery GoodGood-16175
June 201249.0Poor-PoorFairSD16175
June 201049.0Poor-PoorFairSD16175
March 200849.0Poor-PoorFairSD16175
March 200649.0Poor-PoorFairSD16175
March 200449.0Poor-PoorFairSD16175
November 200345.6PoorPoorPoorPoorSD16175
December 200125.2PoorPoorSeriousSeriousSD14042
December 199925.2PoorPoorPoorSeriousSD14042
December 199748.6PoorFairFairPoorSD14042
January 199765.9FairFairFairFairFO14042
March 199565.7FairFairFairFairFO14042
November 199264.7FairFairFairFairFO14042
January 199165.7Fair-FairSatisfactoryFO14042