COUNTY ROUTE 17/2 over CULVERSON CREEK
Map
Coordinates:
+37.94358, -80.4715237°56'37" N, 80°28'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 17/2 over CULVERSON CREEK |
Structure number: | 00000000013A250 |
Location: | 0.34 Miles E. of CR 60/28 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 64.0 ft. [19.5 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
Skew angle: | 7° |
Owner: | State Highway Agency [01] |
Year built: | 2008 |
Historic significance: | Historical significance is not determinable at this time [4] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: June 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 [as of 2015] |
Truck traffic: | 10% of total traffic |
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: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 87.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2016 | Good | Good | Good | Good | 50 | 87.2 |
June 2012 | Good | Very Good | Very Good | Good | 30 | 87.2 |
June 2010 | Good | - | - | Good | 11000 | 87.2 |
May 2008 | Good | Excellent | Excellent | Good | 30 | 87.2 |