+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 2014 

Status:Open, no restriction [A]
Average daily traffic:18,100 [as of 2007]
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:92.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$47,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201492.3Not deficientGoodSatisfactorySatisfactory18100
July 201292.3Not deficientGoodSatisfactorySatisfactory18100
July 201092.3Not deficientVery GoodSatisfactorySatisfactory18100
October 200992.3Not deficientVery GoodSatisfactorySatisfactory18100
October 200792.3Not deficientVery GoodGoodSatisfactory18100
October 200592.3Not deficientVery GoodGoodSatisfactory18100
October 200391.3Not deficientVery GoodGoodSatisfactory18100
November 200191.7Not deficientVery GoodVery GoodGood13800
November 199991.7Not deficientVery GoodVery GoodGood13800
December 199792.7Not deficientVery GoodVery GoodVery Good13800
January 199792.7Not deficientVery GoodVery GoodVery Good13800
May 199590.9Not deficientVery GoodVery GoodVery Good13800
January 199390.9Not deficientVery GoodVery GoodVery Good13800
October 199127.4Structurally deficientPoorPoorImminent Failure13800