WEST VIRGINIA 2 over FRENCH CREEK
Map
Coordinates:
+39.38499, -81.2524539°23'06" N, 81°15'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WEST VIRGINIA 2 over FRENCH CREEK |
Structure number: | 00000000037A031 |
Location: | 0.36 MILE NORTH OF CR 1 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 76.1 ft. [23.2 m] |
Total length: | 174.5 ft. [53.2 m] |
Roadway width between curbs: | 43.3 ft. [13.2 m] |
Deck width edge-to-edge: | 52.5 ft. [16.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1999 |
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 continuous [6] |
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: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,283 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
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: | 83.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,000,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 10283 | 83.7 |
June 2013 | Good | Good | Very Good | Good | 10200 | 83.7 |
June 2009 | Good | Good | Very Good | Good | 9400 | 83.7 |
August 2005 | Good | Good | Very Good | Good | 9800 | 83.7 |
August 2001 | Good | Good | Very Good | Good | 10500 | 83.7 |
August 1999 | Good | Very Good | Excellent | Excellent | 10500 | 83.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 1,210 | 1,205 | 5 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,784 | 7,216 | 1,568 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 104 | 104 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 120 | 120 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 14 | 14 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 346 | 346 | 0 | 0 | 0 |