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WV 09 WEST BOUND over NORFOLK & SOUTHERN RR
Map
Coordinates:
+39.32662, -77.85363
39°19'36" N, 77°51'13" W
+39.32662, -77.85363
39°19'36" N, 77°51'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WV 09 WEST BOUND over NORFOLK & SOUTHERN RR |
| Structure number: | 00000000019A027 |
| Location: | 0.46 MI E OF CR 9/1 SLS |
| Purpose: | Carries highway over railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 96.1 ft. [29.3 m] |
| Total length: | 245.7 ft. [74.9 m] |
| Roadway width between curbs: | 40.7 ft. [12.4 m] |
| Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
| Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
| Skew angle: | 36° |
| Owner: | State Highway Agency [01] |
| Year built: | 1989 |
| 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: | Steel continuous [4] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: September 2016
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,364 [as of 2015] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Underclearances appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 100.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2016 | Fair | Satisfactory | Good | Satisfactory | 13364 | 100.0 |
| September 2012 | Good | Good | Good | Good | 10400 | 100.0 |
| September 2008 | Good | Good | Good | Good | 8800 | 99.2 |
| September 2004 | Good | Good | Good | Good | 7250 | 99.3 |
| September 2000 | Good | Good | Good | Good | 5500 | 97.5 |
| September 1998 | Good | Good | Good | Good | 5500 | 97.5 |
| September 1996 | Good | Good | Good | Good | 5000 | 97.5 |
| September 1994 | Good | Good | Good | Good | 5000 | 97.6 |
| September 1992 | Good | Very Good | Excellent | Very Good | 2800 | 97.8 |
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. | 1,194 | 1,188 | 6 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 15,495 | 15,489 | 0 | 0 | 6 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 10,588 | 9,923 | 665 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 221 | 197 | 19 | 5 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 140 | 139 | 1 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 138 | 0 | 138 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 15 | 15 | 0 | 0 | 0 |
| Fixed Bearing | each | 5 | 5 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 478 | 393 | 85 | 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/1613363
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1613363