ROUTE 0000 over DAIRY RD O RTE 250 BP
Map
Coordinates:
+38.05588, -78.4840838°03'21" N, 78°29'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROUTE 0000 over DAIRY RD O RTE 250 BP |
Structure number: | 000000000020073 |
Location: | 0001STANRD 0081RUGBY AV |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 70.9 ft. [21.6 m] |
Total length: | 172.9 ft. [52.7 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 19° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1954 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 2,948 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 48.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $350,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Poor | Poor | Fair | Satisfactory | 2948 | 48.5 |
September 2017 | Poor | Poor | Poor | Satisfactory | 2948 | 35.0 |
September 2016 | Poor | Poor | Poor | Satisfactory | 2948 | 35.0 |
September 2015 | Poor | Poor | Poor | Satisfactory | 2948 | 39.8 |
September 2014 | Poor | Poor | Poor | Satisfactory | 2100 | 14.8 |
September 2013 | Poor | Poor | Poor | Satisfactory | 2100 | 14.8 |
September 2012 | Poor | Poor | Poor | Satisfactory | 2000 | 15.0 |
September 2011 | Poor | Poor | Poor | Satisfactory | 2000 | 15.0 |
September 2010 | Poor | Fair | Poor | Satisfactory | 2000 | 18.3 |
September 2009 | Poor | Fair | Poor | Satisfactory | 2000 | 18.3 |
December 2008 | Fair | Fair | Satisfactory | Satisfactory | 2000 | 42.8 |
September 2007 | Fair | Fair | Satisfactory | Satisfactory | 2000 | 42.8 |
January 2006 | Fair | Fair | Good | Fair | 2000 | 47.8 |
January 2004 | Fair | Fair | Good | Fair | 2000 | 47.8 |
January 2002 | Fair | Fair | Good | Satisfactory | 2000 | 57.9 |
February 2000 | Fair | Fair | Good | Good | 2000 | 57.9 |
January 1998 | Fair | Fair | Good | Good | 2000 | 57.9 |
May 1996 | Fair | Fair | Good | Good | 2000 | 57.9 |
April 1994 | Good | Excellent | Very Good | Very Good | 2000 | 60.0 |
January 1992 | Poor | Excellent | Poor | Satisfactory | 2000 | 35.6 |