WASHINGTON AVENUE over OLD RAPPAHANNOCK CANAL
Map
Coordinates:
+38.30744, -77.4695638°18'27" N, 77°28'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WASHINGTON AVENUE over OLD RAPPAHANNOCK CANAL |
Structure number: | 000000000020246 |
Location: | 0.6M RTE1 ALT-0.3M RTE3 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 33.1 ft. [10.1 m] |
Total length: | 65.9 ft. [20.1 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 51.8 ft. [15.8 m] |
Skew angle: | 10° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1988 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,861 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 97.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Good | Good | Good | 1861 | 97.8 |
February 2016 | Good | Good | Good | Good | 1861 | 97.8 |
February 2014 | Good | Good | Good | Good | 2701 | 97.8 |
February 2012 | Good | Good | Good | Good | 2701 | 97.8 |
March 2010 | Good | Good | Good | Good | 2701 | 97.8 |
April 2008 | Good | Good | Good | Good | 2701 | 97.8 |
May 2006 | Good | Good | Good | Good | 2701 | 97.8 |
July 2004 | Good | Good | Good | Good | 2701 | 97.8 |
July 2002 | Good | Good | Good | Good | 2701 | 97.8 |
June 2000 | Good | Good | Good | Good | 2701 | 99.7 |
July 1998 | Good | Good | Good | Good | 2701 | 99.7 |
February 1997 | Good | Good | Very Good | Very Good | 2701 | 99.7 |
September 1994 | Good | Very Good | Very Good | Very Good | 2701 | 99.8 |
August 1992 | Good | Very Good | Very Good | Very Good | 2701 | 99.8 |
July 1990 | Good | Excellent | Excellent | Excellent | 2701 | 97.8 |