Mossing Ford Road over Twittys Creek
Map
Coordinates:
+36.96010, -78.6318436°57'36" N, 78°37'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Mossing Ford Road over Twittys Creek |
Structure number: | 000000000027112 |
Location: | 1.30 to 613 - 0.70 to 637 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 45.9 ft. [14.0 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 2001 |
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: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 207 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 91.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Very Good | Very Good | 207 | 91.9 |
October 2015 | Good | Good | Very Good | Very Good | 207 | 91.9 |
October 2013 | Good | Good | Very Good | Very Good | 193 | 91.9 |
October 2011 | Good | Good | Very Good | Very Good | 193 | 91.9 |
October 2009 | Good | Very Good | Very Good | Very Good | 193 | 91.9 |
November 2007 | Good | Very Good | Very Good | Very Good | 193 | 91.9 |
December 2005 | Good | Very Good | Very Good | Very Good | 186 | 91.9 |
October 2003 | Good | Very Good | Very Good | Very Good | 186 | 91.9 |
October 2001 | Good | Excellent | Excellent | Excellent | - | 90.5 |