NEW JERSEY AVENUE over CSX RR & VA AVE

Map

Coordinates:
+38.88094, -77.00581
38°52'51" N, 77°00'21" W

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

Name:	NEW JERSEY AVENUE over CSX RR & VA AVE
Structure number:	0572
Location:	NEW JERSEY AVE OVER RR
Purpose:	Carries highway and pedestrian walkway over highway and railroad
Route classification:	Collector (Urban) `[17]`
Length of largest span:	63.7 ft. `[19.4 m]`
Total length:	206.0 ft. `[62.8 m]`
Roadway width between curbs:	4.6 ft. `[1.4 m]`
Deck width edge-to-edge:	60.0 ft. `[18.3 m]`
Vertical clearance above deck:	14.4 ft. `[4.4 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	36°
Owner:	State Highway Agency `[01]`
Year built:	1908
Year reconstructed:	1988
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:	4
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,200 `[as of 2007]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	65.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2016	Fair	Good	Good	Fair	3200	65.5
July 2014	Fair	Good	Good	Fair	3200	65.5
August 2012	Fair	Good	Satisfactory	Satisfactory	3200	76.6
July 2010	Fair	Good	Satisfactory	Good	3200	76.6
July 2008	Fair	Good	Satisfactory	Good	3200	76.6
July 2006	Good	Very Good	Very Good	Good	2200	76.7
December 2003	Good	Good	Very Good	Good	2200	76.7
May 2001	Good	Very Good	Very Good	Good	2200	76.7
January 1999	Good	Very Good	Very Good	Good	2200	76.7
October 1996	Good	Very Good	Very Good	Good	2200	76.7
November 1993	Good	Very Good	Very Good	Very Good	2200	76.8
September 1991	Good	Very Good	Very Good	Very Good	2200	76.8

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,876	1,868	4	4	0
Steel Protective Coating	sq. ft.	8,370	8,362	4	4	0
Deck
Reinforced Concrete Deck	sq. ft.	12,396	12,384	12	0	0
Substructure
Reinforced Concrete Column	each	9	9	0	0	0
Reinforced Concrete Abutment	linear ft.	233	203	24	6	0
Reinforced Concrete Pier Cap	linear ft.	221	188	33	0	0
Joints
Compression Joint	linear ft.	145	103	30	0	12
Bearings
Elastomeric Bearing	each	45	45	0	0	0
Fixed Bearing	each	9	9	0	0	0
Steel Protective Coating	sq. ft.	24	24	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	418	90	318	10	0