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BALTIMORE STREET over GWYNNS FALLS, CSX

Map

Coordinates:
+39.28779, -76.66419
39°17'16" N, 76°39'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BALTIMORE STREET over GWYNNS FALLS, CSX
Structure number:200000BC2402010
Location:0.2 MI E HILTON PKWY
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Local (Urban) [19]
Length of largest span:113.9 ft. [34.7 m]
Total length:326.1 ft. [99.4 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1931
Year reconstructed:2000
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:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,375 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Basically intolerable requiring high priority of corrrective action [3]
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 assessed or calculated scour condition. [5]
Sufficiency rating:73.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$50,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairGoodSatisfactorySatisfactory937573.8
April 2016FairGoodSatisfactoryGood937573.8
April 2014GoodGoodGoodGood857073.9
April 2012GoodGoodGoodGood857073.9
April 2010GoodGoodGoodGood857080.0
April 2008GoodGoodGoodGood857080.0
April 2006GoodGoodGoodGood857080.0
March 2004GoodGoodGoodGood857080.0
November 2003GoodVery GoodGoodGood857080.0
December 2001FairGoodSatisfactoryGood1342729.4
December 1999PoorPoorPoorPoor134273.0
December 1997PoorPoorPoorPoor134273.0
January 1997PoorPoorPoorPoor134273.0
March 1995PoorPoorPoorPoor134273.0
October 1992PoorPoorPoorPoor1342747.6
November 1990Poor-SeriousFair134272.0