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

Map

Coordinates:
+38.88343, -77.01249
38°53'00" N, 77°00'45" W

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:	19.7 ft. `[6.0 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]`
Sufficiency rating:	73.2
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$3,100,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2017	Good	Good	Very Good	Good	19800	73.2
February 2015	Good	Good	Very Good	Good	19800	73.2
January 2015	Good	Good	Very Good	Good	19800	73.2
January 2013	Good	Good	Very Good	Very Good	19800	75.3
August 2010	Good	Good	Good	Good	19800	75.3
June 2008	Good	Very Good	Very Good	Very Good	19800	75.3
June 2006	Good	Very Good	Very Good	Very Good	15700	76.1
November 2003	Good	Very Good	Very Good	Very Good	15700	76.1
October 2000	Good	Excellent	Very Good	Very Good	15700	76.1
September 1998	Poor	Poor	Fair	Satisfactory	15700	59.8
November 1996	Poor	Poor	Satisfactory	Satisfactory	15700	60.2
September 1993	Poor	Poor	Satisfactory	Satisfactory	15700	60.0
November 1990	Poor	Poor	Poor	Poor	15700	33.1

Source: National Bridge Elements dataset, 2019 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 Pier Wall	linear ft.	124	124	0	0	0
Reinforced Concrete Abutment	linear ft.	132	105	25	2	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.	122	0	108	14	0
Pourable Joint	linear ft.	161	161	0	0	0
Bearings
Elastomeric Bearing	each	32	14	18	0	0
Steel Protective Coating	sq. ft.	131	131	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	230	160	68	2	0
Steel Protective Coating	sq. ft.	871	870	1	0	0
Reinforced Concrete Bridge Rail	linear ft.	230	228	0	2	0