ST. ROBERTS DR. over STREAM
Map
Coordinates:
+38.47535, -77.4842438°28'31" N, 77°29'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ST. ROBERTS DR. over STREAM |
Structure number: | 000000000028121 |
Location: | .3M RTE.643-.1M RTE.1516 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 21.0 ft. [6.4 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1999 |
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: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,534 [as of 2014] |
Structural 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 98.6 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
November 2018 | Good | 7 out of 10 | 1534 | 98.6 |
November 2016 | Good | 7 out of 10 | 1534 | 98.6 |
November 2014 | Good | 8 out of 10 | 896 | 98.8 |
November 2012 | Good | 8 out of 10 | 896 | 98.8 |
November 2010 | Good | 8 out of 10 | 896 | 98.8 |
November 2008 | Good | 8 out of 10 | 896 | 99.8 |
October 2006 | Good | 8 out of 10 | 896 | 97.8 |
May 2005 | Good | 8 out of 10 | 896 | 97.8 |