Route 15/360 Bus. over Routes 15 & 360 Byp.
Map
Coordinates:
+37.06381, -78.4703737°03'50" N, 78°28'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Route 15/360 Bus. over Routes 15 & 360 Byp. |
Structure number: | 000000000004822 |
Location: | 0.21 to 360 - 0.06 to 712 |
Purpose: | Carries highway over highway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 217.2 ft. [66.2 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 35.4 ft. [10.8 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 11° |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
Year reconstructed: | 2009 |
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: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,506 [as of 2014] |
Truck traffic: | 15% of total traffic |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 5506 | 96.0 |
April 2016 | Good | Good | Good | Good | 5506 | 96.0 |
April 2014 | Good | Good | Good | Good | 5200 | 96.0 |
April 2012 | Good | Good | Good | Good | 5320 | 96.0 |
April 2010 | Good | Very Good | Very Good | Very Good | 5320 | 96.0 |
April 2009 | Poor | Satisfactory | Poor | Good | 5320 | 53.0 |
April 2008 | Poor | Satisfactory | Poor | Good | 5300 | 53.0 |
May 2007 | Poor | Satisfactory | Poor | Good | 5205 | 54.0 |
May 2006 | Poor | Satisfactory | Poor | Good | 4948 | 54.0 |
May 2005 | Poor | Satisfactory | Poor | Good | 4814 | 55.0 |
November 2004 | Fair | Satisfactory | Satisfactory | Good | 4801 | 82.0 |
December 2002 | Fair | Satisfactory | Satisfactory | Good | 5405 | 82.0 |
November 2000 | Fair | Satisfactory | Satisfactory | Good | 7103 | 80.0 |
November 1998 | Fair | Good | Satisfactory | Good | 7103 | 80.0 |
January 1997 | Fair | Good | Satisfactory | Good | 2800 | 80.0 |
January 1995 | Good | Very Good | Good | Good | 2700 | 86.3 |
November 1992 | Fair | Fair | Fair | Fair | 2946 | 68.0 |
October 1990 | Fair | Fair | Fair | Fair | 3470 | 69.0 |