EBL ROUTE 0460 over NS RAILWAY
Map
Coordinates:
+37.14189, -80.3861037°08'31" N, 80°23'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EBL ROUTE 0460 over NS RAILWAY |
Structure number: | 000000000012182 |
Location: | 0.81RTE-11; 1.85RT- BUS |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 66.9 ft. [20.4 m] |
Total length: | 157.2 ft. [47.9 m] |
Roadway width between curbs: | 39.4 ft. [12.0 m] |
Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 28° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
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] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,121 [as of 2014] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 84.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Fair | Fair | 16121 | 84.3 |
May 2016 | Fair | Satisfactory | Fair | Fair | 16121 | 84.3 |
May 2014 | Fair | Satisfactory | Fair | Fair | 15989 | 84.3 |
May 2012 | Fair | Satisfactory | Fair | Fair | 15989 | 84.3 |
May 2010 | Fair | Satisfactory | Fair | Fair | 15989 | 86.3 |
June 2008 | Fair | Good | Fair | Fair | 15989 | 87.3 |
May 2006 | Fair | Good | Fair | Fair | 16512 | 87.2 |
June 2004 | Fair | Good | Fair | Fair | 9383 | 88.0 |
May 2002 | Fair | Fair | Fair | Fair | 9324 | 87.0 |
June 2000 | Fair | Fair | Satisfactory | Fair | 10287 | 83.9 |
June 1998 | Fair | Fair | Satisfactory | Fair | 10287 | 83.9 |
June 1996 | Fair | Good | Satisfactory | Fair | 25000 | 83.3 |
July 1994 | Fair | Good | Good | Fair | 18000 | 84.4 |
June 1992 | Fair | Fair | Good | Very Good | 6282 | 95.5 |
June 1990 | Fair | Fair | Good | Very Good | 6138 | 95.5 |
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. | 930 | 775 | 50 | 90 | 15 |
Steel Protective Coating | sq. ft. | 8,118 | 0 | 2,268 | 4,500 | 1,350 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,393 | 6,055 | 327 | 11 | 0 |
Wearing Surfaces | sq. ft. | 6,180 | 6,162 | 17 | 0 | 1 |
Concrete Protective Coating | sq. ft. | 314 | 314 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 0 | 5 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 124 | 70 | 53 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 95 | 68 | 22 | 5 | 0 |
Joints |
Compression Joint | linear ft. | 174 | 35 | 0 | 135 | 4 |
Bearings |
Movable Bearing | each | 18 | 0 | 0 | 18 | 0 |
Steel Protective Coating | sq. ft. | 108 | 0 | 0 | 0 | 108 |
Fixed Bearing | each | 18 | 0 | 0 | 18 | 0 |
Steel Protective Coating | sq. ft. | 108 | 0 | 0 | 0 | 108 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 628 | 581 | 35 | 12 | 0 |
Steel Protective Coating | sq. ft. | 942 | 942 | 0 | 0 | 0 |