COUNTY ROUTE 7 over BUFFALO CREEK
Map
Coordinates:
+38.56648, -81.8838938°33'59" N, 81°53'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 7 over BUFFALO CREEK |
Structure number: | 00000000040A133 |
Location: | 1.00 MILE NORTH OF WV 34 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 26.6 ft. [8.1 m] |
Total length: | 27.6 ft. [8.4 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 15.1 ft. [4.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1999 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 168 [as of 2016] |
Truck traffic: | 4% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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 minimum criteria [6] |
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: | 84.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Very Good | Good | Good | 168 | 84.8 |
March 2016 | Good | Very Good | Good | Good | 150 | 84.8 |
March 2014 | Good | Very Good | Good | Good | 150 | 84.8 |
March 2012 | Good | Very Good | Good | Good | 150 | 84.8 |
March 2008 | Good | Very Good | Good | Good | 150 | 84.8 |
April 2004 | Good | Very Good | Good | Good | 30 | 88.8 |
April 2000 | Good | Excellent | Excellent | Excellent | 30 | 88.8 |