Elgood Mtn. Rd/648 over Adair Run
Map
Coordinates:
+37.37423, -80.8694937°22'27" N, 80°52'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Elgood Mtn. Rd/648 over Adair Run |
Structure number: | 000000000008441 |
Location: | 0.02-Rte 650;0.50-WVa SL |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 47.9 ft. [14.6 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1951 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 291 [as of 2014] |
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 replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 77.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $830,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | - | Satisfactory | Satisfactory | 291 | 77.8 |
August 2016 | Fair | - | Satisfactory | Satisfactory | 291 | 77.8 |
August 2014 | Fair | - | Satisfactory | Satisfactory | 350 | 77.7 |
August 2012 | Fair | - | Satisfactory | Satisfactory | 350 | 77.7 |
August 2010 | Good | - | Good | Good | 350 | 77.7 |
August 2008 | Good | - | Good | Good | 350 | 80.7 |
August 2006 | Good | - | Good | Good | 317 | 80.8 |
August 2004 | Good | - | Good | Good | 317 | 80.8 |
September 2002 | Good | - | Good | Good | 317 | 78.0 |
August 2000 | Good | Very Good | Good | Good | 256 | 78.0 |
August 1998 | Good | - | Good | Good | 256 | 81.0 |
August 1996 | Good | Very Good | Good | Good | 256 | 78.0 |
August 1995 | Good | Very Good | Very Good | Good | 256 | 57.5 |
August 1994 | Good | Very Good | Very Good | Good | 131 | 57.5 |
August 1993 | Good | Very Good | Very Good | Good | 131 | 57.5 |
August 1991 | Good | Very Good | Very Good | Good | 131 | 72.1 |
August 1990 | Good | Very Good | Very Good | Good | 131 | 72.1 |