MASON CHAPEL ROAD over WINNS CREEK
Map
Coordinates:
+36.56994, -79.1076736°34'12" N, 79°06'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MASON CHAPEL ROAD over WINNS CREEK |
Structure number: | 000000000025510 |
Location: | 0.40 TO 696 - 3.30 TO 699 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 21.7 ft. [6.6 m] |
Roadway width between curbs: | 58.1 ft. [17.7 m] |
Deck width edge-to-edge: | 60.0 ft. [18.3 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1998 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Concrete [1] |
Main span design: | Frame [07] |
Deck type: | Not applicable [N] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 84 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Good | Good | Satisfactory | 84 | 99.0 |
July 2016 | Fair | Good | Good | Satisfactory | 84 | 99.0 |
July 2014 | Good | Good | Good | Good | 76 | 99.0 |
July 2012 | Good | Good | Good | Good | 76 | 100.0 |
July 2010 | Good | Good | Good | Good | 76 | 100.0 |
July 2008 | Good | Very Good | Very Good | Good | 76 | 100.0 |
July 2006 | Good | Very Good | Very Good | Very Good | 101 | 93.9 |
July 2004 | Good | Very Good | Very Good | Very Good | 101 | 93.9 |
July 2002 | Good | Very Good | Very Good | Very Good | 126 | 93.9 |
August 2000 | Good | Very Good | Very Good | Very Good | 126 | 94.0 |
July 1998 | Good | Excellent | Excellent | Excellent | 126 | 94.0 |