28 NOKEVILLE RD. over WELLINGTON & RAILROAD
Map
Coordinates:
+38.75169, -77.4930838°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 |