WV 817 over LITTLE HURRICANE CREEK
Map
Coordinates:
+38.52277, -81.9181938°31'22" N, 81°55'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WV 817 over LITTLE HURRICANE CREEK |
Structure number: | 00000000040A093 |
Location: | 0.47 MI N OF WV 34 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 200.1 ft. [61.0 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1995 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete continuous [6] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,926 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Good | Good | 7926 | 99.0 |
April 2015 | Good | Very Good | Good | Good | 7400 | 99.0 |
April 2013 | Good | Very Good | Good | Very Good | 7500 | 99.0 |
April 2011 | Good | Very Good | Good | Very Good | 7500 | 97.7 |
April 2010 | Good | Very Good | Very Good | Very Good | 12500 | 86.5 |
April 2009 | Good | Very Good | Very Good | Very Good | 12500 | 86.5 |
May 2008 | Good | Very Good | Very Good | Very Good | 10500 | 95.9 |
June 2007 | Good | Very Good | Very Good | Very Good | 10500 | 95.9 |
June 2005 | Good | Very Good | Very Good | Very Good | 10500 | 95.9 |
June 2001 | Good | Very Good | Very Good | Very Good | 9200 | 94.9 |
October 1999 | Good | Very Good | Excellent | Excellent | 9200 | 92.9 |
October 1997 | Good | Very Good | Excellent | Excellent | 9000 | 92.9 |
October 1995 | Good | Very Good | Excellent | Excellent | 10500 | 79.0 |
July 1994 | Poor | Fair | Fair | Poor | 10500 | 6.0 |
July 1992 | Poor | Fair | Fair | Poor | 9000 | 6.0 |
July 1990 | Poor | Fair | Fair | Poor | 9000 | 6.0 |