EBL ROUTE 0460 over EAST RIVER @
Map
Coordinates:
+37.36906, -80.8675337°22'09" N, 80°52'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EBL ROUTE 0460 over EAST RIVER @ |
Structure number: | 000000000008363 |
Location: | 0.23-WVA LINE;3.20-RT 219 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 107.0 ft. [32.6 m] |
Total length: | 277.2 ft. [84.5 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1986 |
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 continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,853 [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: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 97.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Good | Satisfactory | 4853 | 97.5 |
October 2015 | Fair | Satisfactory | Good | Satisfactory | 4853 | 98.5 |
October 2013 | Fair | Satisfactory | Good | Good | 4614 | 98.6 |
October 2011 | Fair | Satisfactory | Good | Good | 4614 | 98.6 |
October 2009 | Fair | Satisfactory | Good | Good | 4614 | 98.6 |
October 2007 | Fair | Satisfactory | Good | Good | 4787 | 98.6 |
March 2006 | Fair | Satisfactory | Good | Good | 4734 | 98.6 |
April 2004 | Fair | Satisfactory | Good | Good | 4705 | 98.6 |
April 2002 | Good | Good | Good | Good | 4718 | 98.6 |
August 2000 | Fair | Satisfactory | Good | Good | 5658 | 97.5 |
August 1998 | Fair | Satisfactory | Good | Good | 5658 | 97.5 |
September 1996 | Good | Good | Good | Good | 4550 | 97.6 |
August 1994 | Good | Very Good | Very Good | Very Good | 10000 | 97.3 |
August 1992 | Good | Very Good | Very Good | Very Good | 5000 | 97.6 |
August 1990 | Good | Very Good | Very Good | Very Good | 4038 | 97.7 |
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. | 1,375 | 1,008 | 367 | 0 | 0 |
Steel Protective Coating | sq. ft. | 16,485 | 15,595 | 412 | 344 | 134 |
Deck |
Reinforced Concrete Deck | sq. ft. | 11,099 | 4,277 | 6,822 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 9,460 | 2,806 | 6,654 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 58 | 58 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 110 | 46 | 62 | 2 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 31 | 31 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 92 | 78 | 8 | 6 | 0 |
Joints |
Pourable Joint | linear ft. | 83 | 64 | 3 | 16 | 0 |
Bearings |
Movable Bearing | each | 15 | 5 | 0 | 10 | 0 |
Steel Protective Coating | sq. ft. | 60 | 20 | 0 | 0 | 40 |
Fixed Bearing | each | 5 | 5 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 20 | 15 | 5 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 277 | 277 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,662 | 1,557 | 105 | 0 | 0 |