+39.34506, -76.62627
39°20'42" N, 76°37'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:200000BC3210010
Location:0.4 M W CHARLES ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.9 ft. [7.6 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,796 [as of 2016]
Truck traffic:5% 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: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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:92.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$47,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201692.1FairGoodSatisfactorySatisfactory-19796
July 201492.3FairGoodSatisfactorySatisfactory-18100
July 201292.3FairGoodSatisfactorySatisfactory-18100
July 201092.3FairVery GoodSatisfactorySatisfactory-18100
October 200992.3FairVery GoodSatisfactorySatisfactory-18100
October 200792.3FairVery GoodGoodSatisfactory-18100
October 200592.3FairVery GoodGoodSatisfactory-18100
October 200391.3FairVery GoodGoodSatisfactory-18100
November 200191.7GoodVery GoodVery GoodGood-13800
November 199991.7GoodVery GoodVery GoodGood-13800
December 199792.7GoodVery GoodVery GoodVery Good-13800
January 199792.7GoodVery GoodVery GoodVery Good-13800
May 199590.9GoodVery GoodVery GoodVery Good-13800
January 199390.9GoodVery GoodVery GoodVery Good-13800
October 199127.4PoorPoorPoorImminent FailureSD13800