EASTERN AVENUE, NE over CSX RAILROAD, N.E.

Facts

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

Name:	EASTERN AVENUE, NE over CSX RAILROAD, N.E.
Structure number:	0576
Location:	EASTERN AVE OVER R R
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	38.7 ft. `[11.8 m]`
Total length:	115.2 ft. `[35.1 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	55.1 ft. `[16.8 m]`
Vertical clearance below bridge:	14.4 ft. `[4.4 m]`
Skew angle:	7°
Owner:	State Highway Agency `[01]`
Year built:	1937
Year reconstructed:	2000
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:	3
Main spans material:	Steel `[3]`
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]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	19,800 `[as of 2007]`
Truck traffic:	4% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 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:	86.8 tons `[78.9 metric tons]`
Inventory rating:	51.9 tons `[47.2 metric tons]`
Sufficiency rating:	73.2
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$3,100,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
February 2015	73.2	Good	Good	Very Good	Good	FO	19800
January 2015	73.2	Good	Good	Very Good	Good	FO	19800
January 2013	75.3	Good	Good	Very Good	Very Good	FO	19800
August 2010	75.3	Good	Good	Good	Good	FO	19800
June 2008	75.3	Good	Very Good	Very Good	Very Good	FO	19800
June 2006	76.1	Good	Very Good	Very Good	Very Good	-	15700
November 2003	76.1	Good	Very Good	Very Good	Very Good	-	15700
October 2000	76.1	Good	Excellent	Very Good	Very Good	-	15700
September 1998	59.8	Poor	Poor	Fair	Satisfactory	SD	15700
November 1996	60.2	Poor	Poor	Satisfactory	Satisfactory	SD	15700
September 1993	60.0	Poor	Poor	Satisfactory	Satisfactory	SD	15700
November 1990	33.1	Poor	Poor	Poor	Poor	SD	15700

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.	922	922	0	0	0
Steel Protective Coating	sq. ft.	7,626	7,626	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,362	6,362	0	0	0
Substructure
Reinforced Concrete Column	each	12	12	0	0	0
Concrete Protective Coating	sq. ft.	507	507	0	0	0
Reinforced Concrete Abutment	linear ft.	132	109	22	1	0
Concrete Protective Coating	sq. ft.	1,465	1,465	0	0	0
Reinforced Concrete Pier Cap	linear ft.	103	102	1	0	0
Concrete Protective Coating	sq. ft.	1,331	1,331	0	0	0
Joints
Strip Seal Joint	linear ft.	112	0	108	4	0
Pourable Joint	linear ft.	161	161	0	0	0
Bearings
Elastomeric Bearing	each	32	32	0	0	0
Steel Protective Coating	sq. ft.	131	131	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	230	230	0	0	0
Steel Protective Coating	sq. ft.	871	870	1	0	0
Reinforced Concrete Bridge Rail	linear ft.	230	228	0	2	0