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WV ROUTE 869C over 5 & 20 MILE CREEK
Map
Coordinates:
+38.58012, -82.00599
38°34'48" N, 82°00'22" W
+38.58012, -82.00599
38°34'48" N, 82°00'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WV ROUTE 869C over 5 & 20 MILE CREEK |
| Structure number: | 00000000040A159 |
| Location: | 0.54 MI E. OF US 35 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 89.9 ft. [27.4 m] |
| Total length: | 264.4 ft. [80.6 m] |
| Roadway width between curbs: | 52.2 ft. [15.9 m] |
| Deck width edge-to-edge: | 54.5 ft. [16.6 m] |
| Skew angle: | 28° |
| Owner: | State Highway Agency [01] |
| Year built: | 2007 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,800 [as of 2013] |
| Truck traffic: | 6% 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: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| 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: | 92.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2017 | Good | Good | Good | Good | 4800 | 92.8 |
| January 2016 | Good | Very Good | Very Good | Very Good | 4800 | 92.8 |
| January 2014 | Good | Excellent | Very Good | Very Good | 8200 | 89.2 |
| January 2012 | Good | Excellent | Very Good | Very Good | 8200 | 91.2 |
| January 2010 | Good | Excellent | Excellent | Excellent | 12500 | 86.5 |
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. | 1,300 | 1,258 | 22 | 20 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 14,300 | 14,235 | 65 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 13,520 | 10,720 | 1,550 | 1,250 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 122 | 107 | 15 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 114 | 114 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 520 | 520 | 0 | 0 | 0 |
| Reinforced Concrete Bridge Rail | linear ft. | 520 | 410 | 110 | 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/1616640
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1616640