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CHARLES STREET over I-83

Map 

Coordinates:
+39.30667, -76.61667
39°18'24" N, 76°37'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHARLES STREET over I-83
Structure number:200000BC1206010
Location:0.3 MI S OF NORTH AVE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:104.0 ft. [31.7 m]
Total length:429.2 ft. [130.8 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:41°
Owner:City or Municipal Highway Agency [04]
Year built:2003
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:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,800 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:82.3 tons [74.8 metric tons]
Sufficiency rating:74.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$28,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201674.6GoodGoodGoodGoodFO18800
November 201474.6GoodGoodGoodGoodFO18800
November 201274.6GoodGoodGoodGoodFO18800
November 201074.6GoodVery GoodVery GoodVery Good-18800
January 201074.6GoodVery GoodVery GoodVery Good-18800
January 200874.6GoodVery GoodVery GoodVery Good-18800
December 200574.6GoodVery GoodVery GoodVery Good-18800
December 200374.6GoodVery GoodVery GoodVery Good-18800
February 200254.2GoodExcellentExcellentExcellent-17900
February 200016.9PoorPoorFairPoorSD23000
March 199838.3PoorPoorFairFairSD23000
August 199537.2PoorPoorFairFairSD23000
December 199240.7PoorPoorFairFairSD23000
December 199045.8PoorPoorPoorPoorSD23000