NEW JERSEY AVENUE over CSX RR & VA AVE
Map
Coordinates:
+38.88094, -77.0058138°52'51" N, 77°00'21" W
Facts
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: | 45.9 ft. [14.0 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] |
Latest Available Inspection: July 2018
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 83.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Good | Good | Fair | 3200 | 83.6 |
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 |
Element Data
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. | 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 | 12,337 | 42 | 17 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 9 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 78 | 47 | 17 | 14 | 0 |
Reinforced Concrete Abutment | linear ft. | 233 | 192 | 13 | 28 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 221 | 188 | 33 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 145 | 72 | 33 | 12 | 28 |
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 |