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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Poor
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:69,930 [as of 2016]
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:13.0 tons [11.8 metric tons]
Inventory rating:7.5 tons [6.8 metric tons]
Sufficiency rating:26.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,007,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201626.0PoorSatisfactoryFairSeriousSD69930
October 201443.8PoorSatisfactoryFairSeriousSD63000
October 201264.3PoorSatisfactoryFairPoorSD63000
October 201064.3PoorSatisfactoryFairPoorSD63000
October 200864.3PoorSatisfactoryFairPoorSD63000
February 200862.3PoorSatisfactoryFairPoorSD63000
December 200562.3PoorSatisfactoryFairPoorSD63000
December 200362.3PoorSatisfactoryFairPoorSD63000
December 200162.3PoorSatisfactorySatisfactoryPoorSD63000
January 200070.9PoorGoodGoodPoorSD512
December 199770.9PoorGoodGoodPoorSD512
January 199770.9PoorGoodGoodPoorSD512
February 199570.9PoorGoodGoodPoorSD512
January 199370.9PoorGoodGoodPoorSD512
November 199070.9PoorGoodGoodPoorSD512

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.20,29415,2544,4006400
Steel Protective Coatingsq. ft.198,883169,99225,4092,1531,329
Deck
Reinforced Concrete Decksq. ft.112,941111,9651278490
Substructure
Steel Columneach51242160
Reinforced Concrete Columneach218850
Reinforced Concrete Abutmentlinear ft.1781502080
Joints
Compression Jointlinear ft.9909088200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,8073,7505700
Deck
Reinforced Concrete Slabsq. ft.12,59911,2081,1902010