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RUSSELL STREET VIA over OSTEND STREET AND CSX

Map 

Coordinates:
+39.27672, -76.62513
39°16'36" N, 76°37'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RUSSELL STREET VIA over OSTEND STREET AND CSX
Structure number:200000BC5101010
Location:RUSSELL ST VIA OV OSTEND
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:81.0 ft. [24.7 m]
Total length:1269.1 ft. [386.8 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:88.9 ft. [27.1 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1951
Year reconstructed:1981
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:19
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:63,000 [as of 2007]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.8 tons [56.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:43.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,115,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201443.8Structurally deficientSatisfactoryFairSerious63000
October 201264.3Structurally deficientSatisfactoryFairPoor63000
October 201064.3Structurally deficientSatisfactoryFairPoor63000
October 200864.3Structurally deficientSatisfactoryFairPoor63000
February 200862.3Structurally deficientSatisfactoryFairPoor63000
December 200562.3Structurally deficientSatisfactoryFairPoor63000
December 200362.3Structurally deficientSatisfactoryFairPoor63000
December 200162.3Structurally deficientSatisfactorySatisfactoryPoor63000
January 200070.9Structurally deficientGoodGoodPoor512
December 199770.9Structurally deficientGoodGoodPoor512
January 199770.9Structurally deficientGoodGoodPoor512
February 199570.9Structurally deficientGoodGoodPoor512
January 199370.9Structurally deficientGoodGoodPoor512
November 199070.9Structurally deficientGoodGoodPoor512