Share: 
WV 80 over BEARTOWN BRANCH
Map
Coordinates:
+37.38622, -81.81260
37°23'10" N, 81°48'45" W
+37.38622, -81.81260
37°23'10" N, 81°48'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WV 80 over BEARTOWN BRANCH |
| Structure number: | 00000000024A160 |
| Location: | 0.02 MI S OF CR 5/5 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 24.9 ft. [7.6 m] |
| Total length: | 33.8 ft. [10.3 m] |
| Roadway width between curbs: | 26.9 ft. [8.2 m] |
| Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1917 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 2,199 [as of 2016] |
| Truck traffic: | 17% of total traffic |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 12.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $700,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Poor | - | Poor | Fair | 2199 | 12.0 |
| April 2016 | Poor | - | Poor | Fair | 2148 | 19.4 |
| April 2014 | Poor | - | Poor | Fair | 2900 | 14.4 |
| April 2012 | Fair | - | Fair | Fair | 1800 | 43.5 |
| April 2010 | Fair | - | Fair | Fair | 2700 | 36.6 |
| April 2008 | Fair | - | Fair | Fair | 2700 | 36.6 |
| April 2006 | Fair | - | Fair | Fair | 2500 | 37.5 |
| April 2004 | Fair | - | Satisfactory | Fair | 2500 | 37.5 |
| April 2002 | Fair | - | Satisfactory | Fair | 2500 | 37.5 |
| April 2000 | Fair | - | Satisfactory | Fair | 1900 | 42.8 |
| April 1998 | Fair | - | Satisfactory | Fair | 1900 | 42.8 |
| April 1996 | Fair | - | Satisfactory | Fair | 2300 | 38.4 |
| April 1994 | Fair | - | Satisfactory | Fair | 2300 | 38.7 |
| April 1992 | Fair | - | Satisfactory | Satisfactory | 2300 | 48.7 |
| April 1990 | Fair | - | Satisfactory | Good | 2600 | 47.5 |
© 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/1614571
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1614571