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28 NOKEVILLE RD. over WELLINGTON & RAILROAD
Map
Coordinates:
+38.75169, -77.49308
38°45'06" N, 77°29'35" W
+38.75169, -77.49308
38°45'06" N, 77°29'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 28 NOKEVILLE RD. over WELLINGTON & RAILROAD |
| Structure number: | 000000000028987 |
| Location: | 01.18 Godwin 01.00 234 |
| Purpose: | Carries highway over highway and railroad |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 128.0 ft. [39.0 m] |
| Total length: | 379.9 ft. [115.8 m] |
| Roadway width between curbs: | 65.0 ft. [19.8 m] |
| Deck width edge-to-edge: | 96.1 ft. [29.3 m] |
| Vertical clearance below bridge: | 29.5 ft. [9.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2012 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel continuous [4] |
| 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 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50,000 [as of 2012] |
| 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: | Better than present minimum criteria [7] |
| Underclearances appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 85.9 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $25,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2018 | Good | Good | Good | Good | 50000 | 85.9 |
| June 2016 | Good | Good | Good | Good | 50000 | 85.9 |
| June 2014 | Good | Excellent | Excellent | Excellent | 50000 | 85.9 |
| June 2012 | Good | Excellent | Excellent | Excellent | 50000 | 85.9 |
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. | 3,840 | 3,833 | 7 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 4,560 | 4,532 | 28 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 36,992 | 33,036 | 3,950 | 6 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 12 | 12 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 192 | 180 | 12 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 192 | 188 | 4 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 384 | 383 | 1 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
| Enclosed/Concealed Bearing | each | 20 | 20 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 848 | 848 | 0 | 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/1665110
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1665110