Route 1124 over Rutledge Creek
Map
Coordinates:
+36.55856, -79.4310236°33'31" N, 79°25'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Route 1124 over Rutledge Creek |
Structure number: | 000000000020215 |
Location: | 0000SCL DANVI0000PITTSY C |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 34.1 ft. [10.4 m] |
Skew angle: | 5° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1992 |
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: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 580 [as of 2017] |
Structural appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.0 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
July 2018 | Good | 7 out of 10 | 580 | 99.0 |
July 2016 | Good | 7 out of 10 | 645 | 97.0 |
July 2014 | Good | 8 out of 10 | 372 | 97.0 |
July 2012 | Good | 8 out of 10 | 372 | 97.0 |
July 2010 | Good | 8 out of 10 | 372 | 97.0 |
July 2008 | Good | 8 out of 10 | 372 | 99.0 |
July 2006 | Good | 8 out of 10 | 372 | 99.0 |
July 2004 | Good | 8 out of 10 | 372 | 99.0 |
July 2002 | Good | 8 out of 10 | 372 | 99.0 |
August 2000 | Good | 7 out of 10 | 372 | 99.0 |
July 1998 | Good | 7 out of 10 | 372 | 99.0 |
July 1996 | Good | 7 out of 10 | 372 | 99.0 |
June 1994 | Good | 8 out of 10 | 372 | 99.0 |
June 1993 | Good | 9 out of 10 | 372 | 99.0 |
June 1992 | Fair | N out of 10 | 372 | 49.4 |
May 1991 | Good | N out of 10 | 372 | 49.4 |