WV RT 34 over HURRICANE CREEK
Map
Coordinates:
+38.43719, -82.0007438°26'14" N, 82°00'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WV RT 34 over HURRICANE CREEK |
Structure number: | 00000000040A134 |
Location: | 0.70 MI N OF CREEK 34/31 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 107.3 ft. [32.7 m] |
Total length: | 110.9 ft. [33.8 m] |
Roadway width between curbs: | 41.7 ft. [12.7 m] |
Deck width edge-to-edge: | 53.2 ft. [16.2 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 2000 |
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: | 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: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 14,587 [as of 2016] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 82.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Very Good | Very Good | 14587 | 82.0 |
April 2016 | Good | Good | Very Good | Very Good | 14500 | 82.0 |
April 2014 | Good | Good | Very Good | Very Good | 18700 | 82.0 |
April 2012 | Good | Very Good | Very Good | Very Good | 18700 | 82.0 |
April 2010 | Good | Very Good | Very Good | Very Good | 17200 | 82.0 |
April 2008 | Good | Very Good | Very Good | Very Good | 14500 | 82.0 |
April 2006 | Good | Very Good | Very Good | Very Good | 14500 | 82.0 |
April 2004 | Good | Very Good | Very Good | Very Good | 12500 | 82.0 |
June 2002 | Good | Very Good | Very Good | Very Good | 12500 | 82.0 |
July 2000 | Good | Excellent | Excellent | Excellent | 12500 | 74.5 |