WBL ROUTE 0460 over EAST RIVER
Map
Coordinates:
+37.36913, -80.8676537°22'09" N, 80°52'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WBL ROUTE 0460 over EAST RIVER |
Structure number: | 000000000008375 |
Location: | 0.31-ECL GLN LN;0.21-WCL |
Purpose: | Carries highway and pedestrian walkway 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: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 46.3 ft. [14.1 m] |
Skew angle: | 15° |
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 continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
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: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 98.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Satisfactory | Good | 4853 | 98.6 |
October 2015 | Fair | Satisfactory | Satisfactory | Good | 4853 | 98.6 |
October 2013 | Fair | Satisfactory | Satisfactory | Good | 4614 | 97.6 |
October 2011 | Fair | Satisfactory | Satisfactory | Good | 4614 | 97.6 |
October 2009 | Fair | Satisfactory | Satisfactory | Good | 4614 | 97.6 |
October 2007 | Fair | Satisfactory | Satisfactory | Good | 4787 | 96.6 |
October 2005 | Fair | Satisfactory | Satisfactory | Good | 4847 | 99.6 |
October 2003 | Fair | Satisfactory | Satisfactory | Good | 4680 | 99.6 |
November 2001 | Fair | Satisfactory | Satisfactory | Good | 4739 | 99.6 |
November 1999 | Fair | Satisfactory | Satisfactory | Good | 5658 | 97.5 |
November 1997 | Fair | Satisfactory | Satisfactory | Good | 5500 | 97.5 |
December 1995 | Good | Good | Good | Good | 4550 | 96.7 |
November 1993 | Good | Good | Very Good | Very Good | 5000 | 97.6 |
October 1991 | Good | Very Good | Very Good | Very Good | 4245 | 97.7 |
October 1989 | Good | Very Good | Very Good | Very Good | 6913 | 97.5 |
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. | 1,644 | 1,315 | 231 | 98 | 0 |
Steel Protective Coating | sq. ft. | 20,887 | 20,887 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 12,826 | 7,976 | 4,806 | 44 | 0 |
Wearing Surfaces | sq. ft. | 11,099 | 11,099 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 40 | 40 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 110 | 82 | 18 | 10 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 14 | 14 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 106 | 106 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 96 | 96 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 18 | 5 | 1 | 12 | 0 |
Steel Protective Coating | sq. ft. | 72 | 72 | 0 | 0 | 0 |
Fixed Bearing | each | 6 | 0 | 1 | 5 | 0 |
Steel Protective Coating | sq. ft. | 24 | 20 | 0 | 0 | 4 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 275 | 162 | 18 | 95 | 0 |