Y-CAMP RD 914 over WEST FORK LITTLE BEAVER
Map
Coordinates:
+40.70968, -80.6670740°42'35" N, 80°40'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Y-CAMP RD 914 over WEST FORK LITTLE BEAVER |
Structure number: | 1537644 |
Location: | 0.4 MI N C425 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 101.1 ft. [30.8 m] |
Total length: | 102.0 ft. [31.1 m] |
Roadway width between curbs: | 17.4 ft. [5.3 m] |
Deck width edge-to-edge: | 17.4 ft. [5.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1950 |
Year reconstructed: | 2018 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Open Grating [3] |
Wearing surface: | Other [9] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 77 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 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 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 75.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Good | Very Good | Satisfactory | 77 | 75.1 |
September 2017 | Fair | Good | Fair | Satisfactory | 77 | 64.1 |
August 2016 | Fair | Good | Fair | Satisfactory | 77 | 64.1 |
July 2015 | Fair | Good | Fair | Satisfactory | 339 | 64.0 |
August 2014 | Fair | Good | Fair | Satisfactory | 339 | 64.0 |
July 2013 | Fair | Good | Fair | Satisfactory | 75 | 64.1 |
August 2012 | Poor | Good | Fair | Poor | 100 | 48.1 |
August 2011 | Poor | Good | Fair | Poor | 100 | 48.1 |
August 2010 | Poor | Good | Fair | Poor | 100 | 48.1 |
July 2009 | Poor | Good | Fair | Poor | 100 | 47.6 |
August 2008 | Poor | Good | Fair | Poor | 100 | 48.9 |
November 2006 | Fair | Very Good | Fair | Fair | 100 | 64.9 |
April 2005 | Fair | Very Good | Satisfactory | Satisfactory | 100 | 76.0 |
February 2004 | Fair | Very Good | Satisfactory | Fair | 100 | 33.2 |
October 2002 | Fair | Very Good | Satisfactory | Fair | 100 | 33.2 |
October 2001 | Fair | Very Good | Fair | Fair | 100 | 33.2 |
September 2000 | Good | Very Good | Good | Good | 100 | 43.2 |
August 1999 | Good | Very Good | Good | Very Good | 100 | 43.2 |
June 1998 | Fair | Very Good | Satisfactory | Very Good | 100 | 43.2 |
August 1996 | Fair | Very Good | Satisfactory | Very Good | 100 | 43.2 |
July 1995 | Fair | Fair | Very Good | Satisfactory | 100 | 42.5 |
August 1993 | Good | Good | Very Good | Very Good | 100 | 43.5 |
October 1992 | Good | Good | Good | Very Good | 100 | 43.5 |
October 1991 | Good | Good | Good | Good | 100 | 38.2 |