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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 2014 

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]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$28,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201474.6Functionally obsoleteGoodGoodGood18800
November 201274.6Functionally obsoleteGoodGoodGood18800
November 201074.6Not deficientVery GoodVery GoodVery Good18800
January 201074.6Not deficientVery GoodVery GoodVery Good18800
January 200874.6Not deficientVery GoodVery GoodVery Good18800
December 200574.6Not deficientVery GoodVery GoodVery Good18800
December 200374.6Not deficientVery GoodVery GoodVery Good18800
February 200254.2Not deficientExcellentExcellentExcellent17900
February 200016.9Structurally deficientPoorFairPoor23000
March 199838.3Structurally deficientPoorFairFair23000
August 199537.2Structurally deficientPoorFairFair23000
December 199240.7Structurally deficientPoorFairFair23000
December 199045.8Structurally deficientPoorPoorPoor23000