WV 92 over HOWARDS CREEK
Map
Coordinates:
+37.84456, -80.2523437°50'40" N, 80°15'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WV 92 over HOWARDS CREEK |
Structure number: | 00000000013A175 |
Location: | 0.59 Miles N. of CR 15/11 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 64.0 ft. [19.5 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Skew angle: | 25° |
Owner: | State Highway Agency [01] |
Year built: | 1995 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 13.5 / HS 15 [3] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,328 [as of 2017] |
Truck traffic: | 14% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 60.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $951,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Fair | Good | Satisfactory | 2328 | 60.7 |
August 2016 | Fair | Good | Good | Satisfactory | 2371 | 61.7 |
August 2014 | Good | Good | Good | Good | 2000 | 63.7 |
August 2012 | Good | Good | Very Good | Very Good | 2300 | 61.7 |
August 2010 | Good | Good | Very Good | Very Good | 2300 | 70.8 |
August 2008 | Good | Good | Very Good | Very Good | 2000 | 74.4 |
August 2006 | Good | Good | Very Good | Very Good | 2300 | 70.8 |
August 2005 | Good | Good | Very Good | Very Good | 2300 | 70.8 |
August 2004 | Good | Good | Very Good | Very Good | 2300 | 70.8 |
August 2003 | Good | Good | Good | Very Good | 2500 | 68.9 |
August 2002 | Good | Good | Good | Very Good | 2500 | 68.9 |
August 2001 | Good | Good | Good | Very Good | 2500 | 68.9 |
August 2000 | Good | Good | Good | Very Good | 2700 | 66.1 |
July 1998 | Good | Good | Good | Very Good | 2700 | 66.1 |
August 1996 | Good | Good | Good | Very Good | 2300 | 67.8 |
August 1994 | Fair | Satisfactory | Good | Very Good | 3100 | 57.3 |
August 1992 | Fair | Satisfactory | Good | Very Good | 3100 | 58.5 |
August 1990 | Good | Good | Good | Good | 3100 | 58.5 |