Hickory Creek Road over South Fork Hickory Creek
Map
Coordinates:
+38.10565, -78.0497338°06'20" N, 78°02'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Hickory Creek Road over South Fork Hickory Creek |
Structure number: | 000000000011547 |
Location: | 1.30 From 679&1.20 To 620 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 41.0 ft. [12.5 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 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: | M 13.5 / H 15 [2] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 437 [as of 2014] |
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] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 85.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Good | Good | Good | 437 | 85.2 |
July 2015 | Good | Good | Good | Good | 437 | 85.2 |
July 2013 | Good | Very Good | Very Good | Good | 407 | 85.2 |
July 2011 | Good | Very Good | Very Good | Good | 407 | 87.2 |
July 2009 | Good | Very Good | Very Good | Good | 407 | 82.7 |
July 2007 | Good | Very Good | Very Good | Very Good | 274 | 82.8 |
July 2005 | Good | Very Good | Very Good | Very Good | 274 | 82.8 |
July 2003 | Good | Very Good | Very Good | Very Good | 274 | 82.8 |
July 2001 | Good | Excellent | Excellent | Excellent | 161 | 86.9 |