CR 034/18 over HURRICANE CREEK
Map
Coordinates:
+38.43353, -81.9959638°26'01" N, 81°59'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 034/18 over HURRICANE CREEK |
Structure number: | 00000000040A037 |
Location: | 0.37 MI E OF WV 34 (F) |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 45.6 ft. [13.9 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1990 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 339 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 80.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Good | Good | Very Good | 339 | 80.0 |
March 2016 | Good | Good | Good | Very Good | 400 | 80.0 |
March 2014 | Good | Very Good | Very Good | Very Good | 400 | 80.0 |
March 2012 | Good | Very Good | Very Good | Very Good | 400 | 80.0 |
March 2010 | Good | Very Good | Very Good | Very Good | 400 | 80.0 |
March 2008 | Good | Very Good | Very Good | Very Good | 400 | 80.0 |
March 2006 | Good | Very Good | Very Good | Very Good | 400 | 80.0 |
April 2004 | Good | Very Good | Very Good | Very Good | 400 | 80.0 |
May 2002 | Good | Very Good | Very Good | Very Good | 400 | 80.0 |
July 2000 | Good | Very Good | Very Good | Very Good | 400 | 80.0 |
July 1998 | Good | Very Good | Very Good | Very Good | 400 | 80.0 |
August 1996 | Good | Very Good | Very Good | Very Good | 400 | 80.0 |
September 1994 | Good | Very Good | Very Good | Very Good | 400 | 80.0 |
November 1992 | Good | Excellent | Excellent | Excellent | 400 | 80.0 |
December 1990 | Good | Excellent | Excellent | Excellent | 400 | 80.0 |