Share: 
WV 817 over SCARY CREEK
Map
Coordinates:
+38.43345, -81.85331
38°26'00" N, 81°51'12" W
+38.43345, -81.85331
38°26'00" N, 81°51'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WV 817 over SCARY CREEK |
| Structure number: | 00000000040A163 |
| Location: | 0.08 Mile N of CR 17/4 |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 160.1 ft. [48.8 m] |
| Total length: | 163.1 ft. [49.7 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2011 |
| 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: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,638 [as of 2015] |
| Truck traffic: | 7% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 98.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Good | Good | Very Good | Very Good | 18638 | 98.0 |
| October 2015 | Good | Very Good | Very Good | Very Good | 17400 | 98.0 |
| November 2013 | Good | Excellent | Excellent | Excellent | 12400 | 98.0 |
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 | ||||||
| Steel Girder/Beam | linear ft. | 652 | 652 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 11,043 | 11,043 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 7,009 | 6,909 | 100 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 86 | 86 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 326 | 326 | 0 | 0 | 0 |
| Reinforced Concrete Bridge Rail | linear ft. | 326 | 236 | 90 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1666502
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1666502