RUSSELL STREET VIA over OSTEND STREET AND CSX
Map
Coordinates:
+39.27672, -76.6251339°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
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
October 2016 | 26.0 | Poor | Satisfactory | Fair | Serious | SD | 69930 |
October 2014 | 43.8 | Poor | Satisfactory | Fair | Serious | SD | 63000 |
October 2012 | 64.3 | Poor | Satisfactory | Fair | Poor | SD | 63000 |
October 2010 | 64.3 | Poor | Satisfactory | Fair | Poor | SD | 63000 |
October 2008 | 64.3 | Poor | Satisfactory | Fair | Poor | SD | 63000 |
February 2008 | 62.3 | Poor | Satisfactory | Fair | Poor | SD | 63000 |
December 2005 | 62.3 | Poor | Satisfactory | Fair | Poor | SD | 63000 |
December 2003 | 62.3 | Poor | Satisfactory | Fair | Poor | SD | 63000 |
December 2001 | 62.3 | Poor | Satisfactory | Satisfactory | Poor | SD | 63000 |
January 2000 | 70.9 | Poor | Good | Good | Poor | SD | 512 |
December 1997 | 70.9 | Poor | Good | Good | Poor | SD | 512 |
January 1997 | 70.9 | Poor | Good | Good | Poor | SD | 512 |
February 1995 | 70.9 | Poor | Good | Good | Poor | SD | 512 |
January 1993 | 70.9 | Poor | Good | Good | Poor | SD | 512 |
November 1990 | 70.9 | Poor | Good | Good | Poor | SD | 512 |
Element Data
Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element | Units | Quantity | 1. Good | 2. Fair | 3. Poor | 4. Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 20,294 | 15,254 | 4,400 | 640 | 0 |
Steel Protective Coating | sq. ft. | 198,883 | 169,992 | 25,409 | 2,153 | 1,329 |
Deck |
Reinforced Concrete Deck | sq. ft. | 112,941 | 111,965 | 127 | 849 | 0 |
Substructure |
Steel Column | each | 51 | 24 | 21 | 6 | 0 |
Reinforced Concrete Column | each | 21 | 8 | 8 | 5 | 0 |
Reinforced Concrete Abutment | linear ft. | 178 | 150 | 20 | 8 | 0 |
Joints |
Compression Joint | linear ft. | 990 | 908 | 82 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 3,807 | 3,750 | 57 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 12,599 | 11,208 | 1,190 | 201 | 0 |