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HANOVER STREET over PATAPSCO RIVER

Map

Coordinates:
+39.24673, -76.61105
39°14'48" N, 76°36'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:HANOVER STREET over PATAPSCO RIVER
Structure number:200000BC5211010
Location:1.3 MI S OF IS 95
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.0 ft. [18.3 m]
Total length:666.0 ft. [203.0 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:11
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,600 [as of 2007]
Truck traffic:8% 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 corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:72.8 tons [66.2 metric tons]
Inventory rating:43.5 tons [39.5 metric tons]
Sufficiency rating:74.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$107,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201674.2FairGoodSatisfactorySatisfactoryFO23600
July 201474.2FairGoodSatisfactorySatisfactoryFO23600
July 201274.2FairGoodGoodSatisfactoryFO23600
July 201074.2FairGoodGoodSatisfactoryFO23600
July 200874.2FairGoodGoodSatisfactoryFO23600
July 200674.2FairGoodGoodSatisfactoryFO23600
March 200474.2FairGoodGoodSatisfactoryFO23600
February 200274.2FairSatisfactoryGoodSatisfactoryFO23600
January 200074.5FairGoodGoodSatisfactoryFO20704
January 199874.5FairGoodGoodSatisfactoryFO20704
March 199577.1FairGoodGoodSatisfactory-20704
January 199378.1FairGoodGoodSatisfactory-20704
November 199078.1GoodGoodVery GoodGood-20704