EBL ROUTE 0460 over RTE 460 BUS
Map
Coordinates:
+37.33244, -80.6939137°19'57" N, 80°41'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EBL ROUTE 0460 over RTE 460 BUS |
Structure number: | 000000000008379 |
Location: | 12.49-RT 42;7.73-RT 61 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 104.0 ft. [31.7 m] |
Total length: | 212.9 ft. [64.9 m] |
Roadway width between curbs: | 38.4 ft. [11.7 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 44° |
Owner: | State Highway Agency [01] |
Year built: | 1981 |
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: | 2 |
Main spans material: | Steel [3] |
Main spans 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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,130 [as of 2014] |
Truck traffic: | 9% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 89.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Satisfactory | Good | Fair | 6130 | 89.0 |
November 2015 | Fair | Good | Good | Fair | 6130 | 88.0 |
November 2013 | Fair | Satisfactory | Good | Satisfactory | 5904 | 98.0 |
November 2011 | Fair | Very Good | Good | Satisfactory | 5904 | 98.0 |
November 2009 | Fair | Very Good | Satisfactory | Satisfactory | 5904 | 98.0 |
November 2007 | Fair | Very Good | Satisfactory | Satisfactory | 6515 | 100.0 |
November 2005 | Fair | Very Good | Satisfactory | Satisfactory | 6436 | 100.0 |
December 2003 | Fair | Very Good | Satisfactory | Satisfactory | 6214 | 100.0 |
December 2001 | Good | Very Good | Good | Good | 4390 | 100.0 |
December 1999 | Fair | Satisfactory | Good | Good | 7715 | 98.0 |
January 1998 | Fair | Satisfactory | Good | Good | 7500 | 98.0 |
December 1995 | Good | Very Good | Very Good | Good | 7500 | 98.0 |
December 1993 | Good | Very Good | Very Good | Good | 9000 | 98.0 |
December 1991 | Good | Very Good | Very Good | Very Good | 6430 | 98.0 |
December 1989 | Good | Very Good | Very Good | Very Good | 12860 | 98.0 |
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. | 1,047 | 1,037 | 0 | 10 | 0 |
Steel Protective Coating | sq. ft. | 12,231 | 12,231 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,903 | 8,866 | 31 | 6 | 0 |
Wearing Surfaces | sq. ft. | 8,115 | 8,098 | 0 | 0 | 17 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 196 | 116 | 44 | 36 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 59 | 59 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 115 | 75 | 0 | 0 | 40 |
Bearings |
Movable Bearing | each | 10 | 0 | 0 | 10 | 0 |
Steel Protective Coating | sq. ft. | 40 | 40 | 0 | 0 | 0 |
Fixed Bearing | each | 5 | 5 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 20 | 20 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 499 | 499 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 3,023 | 3,023 | 0 | 0 | 0 |