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.

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]`

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

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

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