Share: 
WV 92 over WADES CREEK
Map
Coordinates:
+37.80230, -80.28580
37°48'08" N, 80°17'09" W
+37.80230, -80.28580
37°48'08" N, 80°17'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WV 92 over WADES CREEK |
| Structure number: | 00000000013A173 |
| Location: | 0.01 Miles N. of US 60 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 35.4 ft. [10.8 m] |
| Total length: | 39.4 ft. [12.0 m] |
| Roadway width between curbs: | 26.2 ft. [8.0 m] |
| Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1965 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Frame [07] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Other [9] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,527 [as of 2015] |
| Truck traffic: | 14% of total traffic |
| Superstructure condition: | Satisfactory [6 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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| 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: | $582,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2018 | Fair | - | Satisfactory | Satisfactory | 3527 | 60.7 |
| July 2016 | Fair | - | Satisfactory | Satisfactory | 3527 | 60.7 |
| July 2014 | Fair | - | Satisfactory | Good | 3100 | 60.7 |
| July 2012 | Good | Good | Good | Good | 3300 | 60.7 |
| July 2010 | Good | Good | Good | Good | 3300 | 79.4 |
| July 2008 | Good | Good | Good | Good | 3000 | 79.5 |
| July 2006 | Good | Good | Good | Good | 3400 | 79.4 |
| July 2005 | Good | Good | Good | Good | 3400 | 77.1 |
| July 2004 | Good | Good | Good | Good | 3400 | 77.1 |
| July 2002 | Good | Good | Good | Very Good | 3500 | 77.1 |
| July 2000 | Good | Good | Good | Very Good | 3500 | 75.1 |
| August 1998 | Good | Good | Good | Very Good | 3500 | 75.1 |
| August 1996 | Good | Good | Good | Very Good | 3100 | 75.2 |
| August 1994 | Good | Good | Good | Very Good | 3100 | 71.1 |
| August 1992 | Good | Good | Good | Very Good | 3100 | 77.4 |
| August 1990 | Good | Very Good | Very Good | Very Good | 3100 | 77.4 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1612554
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1612554