WV ROUTE 817 over HURRICANE CREEK
Map
Coordinates:
+38.53683, -81.9485938°32'13" N, 81°56'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WV ROUTE 817 over HURRICANE CREEK |
Structure number: | 00000000040A094 |
Location: | 1.05 MI N OF CR 32 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 88.6 ft. [27.0 m] |
Total length: | 233.6 ft. [71.2 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
Skew angle: | 30° |
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 [5] |
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: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,142 [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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Good | Good | 2142 | 97.7 |
September 2013 | Fair | Satisfactory | Very Good | Very Good | 2500 | 97.3 |
September 2009 | Good | Good | Very Good | Very Good | 2500 | 97.3 |
September 2005 | Good | Good | Very Good | Very Good | 10500 | 83.9 |
September 2001 | Good | Good | Very Good | Very Good | 9200 | 83.9 |
October 1999 | Good | Good | Very Good | Very Good | 9200 | 83.9 |
December 1997 | Good | Good | Excellent | Excellent | 8100 | 83.9 |
December 1995 | Good | Excellent | Excellent | Excellent | 8200 | 83.9 |
April 1994 | Poor | Serious | Serious | Fair | 8200 | 17.0 |
April 1992 | Poor | Serious | Serious | Fair | 8200 | 17.0 |
May 1990 | Poor | Serious | Serious | Fair | 8200 | 2.0 |