WBL ROUTE 0460 over NS RWY/PRVT ENT CELNSE
Map
Coordinates:
+37.34212, -80.7591737°20'32" N, 80°45'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WBL ROUTE 0460 over NS RWY/PRVT ENT CELNSE |
Structure number: | 000000000008357 |
Location: | 1.24WCL PEARI;2.66ECL NAR |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 173.2 ft. [52.8 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 9.8 ft. [3.0 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1978 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,481 [as of 2014] |
Truck traffic: | 9% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 85.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Good | Fair | Fair | 6481 | 85.0 |
October 2016 | Fair | Good | Fair | Fair | 6481 | 84.0 |
October 2014 | Fair | Good | Fair | Fair | 6304 | 84.0 |
October 2012 | Fair | Good | Fair | Fair | 6304 | 84.0 |
October 2010 | Fair | Good | Fair | Satisfactory | 6304 | 84.0 |
October 2008 | Fair | Good | Fair | Satisfactory | 6304 | 85.0 |
November 2006 | Fair | Good | Fair | Satisfactory | 7857 | 89.0 |
November 2004 | Fair | Satisfactory | Fair | Satisfactory | 6686 | 89.0 |
December 2002 | Fair | Satisfactory | Fair | Satisfactory | 6563 | 89.0 |
January 2001 | Fair | Satisfactory | Fair | Fair | 7715 | 83.0 |
December 1998 | Fair | Satisfactory | Fair | Satisfactory | 7715 | 83.0 |
February 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 7500 | 94.0 |
December 1994 | Good | Good | Good | Very Good | 5000 | 94.0 |
December 1992 | Good | Good | Good | Very Good | 5000 | 94.0 |
November 1990 | Good | Good | Good | Very Good | 4805 | 94.0 |
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. | 935 | 894 | 1 | 40 | 0 |
Steel Protective Coating | sq. ft. | 8,225 | 8,225 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,269 | 7,265 | 0 | 4 | 0 |
Wearing Surfaces | sq. ft. | 6,577 | 6,575 | 2 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 684 | 684 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 2 | 1 | 3 | 0 |
Reinforced Concrete Abutment | linear ft. | 105 | 86 | 19 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 95 | 37 | 13 | 45 | 0 |
Joints |
Pourable Joint | linear ft. | 209 | 209 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 16 | 0 | 0 | 16 | 0 |
Steel Protective Coating | sq. ft. | 32 | 32 | 0 | 0 | 0 |
Fixed Bearing | each | 16 | 0 | 0 | 16 | 0 |
Steel Protective Coating | sq. ft. | 66 | 66 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 342 | 332 | 0 | 10 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 342 | 342 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,881 | 1,881 | 0 | 0 | 0 |