64 WBL over C&O Right of Way
Map
Coordinates:
+37.98533, -78.2323137°59'07" N, 78°13'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 64 WBL over C&O Right of Way |
Structure number: | 000000000011427 |
Location: | 3.18Fr Fluv CL.&1.14To15S |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 176.8 ft. [53.9 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Skew angle: | 40° |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
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: | Epoxy Overlay [5] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 17,204 [as of 2014] |
Truck traffic: | 10% 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] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Satisfactory | Good | 17204 | 96.4 |
June 2015 | Fair | Satisfactory | Satisfactory | Good | 17204 | 96.4 |
June 2013 | Fair | Satisfactory | Satisfactory | Good | 11000 | 97.0 |
June 2011 | Fair | Good | Satisfactory | Good | 11000 | 97.0 |
June 2009 | Fair | Good | Satisfactory | Fair | 11000 | 85.8 |
June 2007 | Fair | Good | Good | Satisfactory | 11000 | 97.0 |
June 2005 | Fair | Good | Satisfactory | Satisfactory | 11000 | 97.0 |
June 2003 | Fair | Good | Satisfactory | Satisfactory | 11000 | 97.0 |
June 2001 | Fair | Good | Satisfactory | Satisfactory | 11000 | 97.0 |
June 1999 | Fair | Good | Good | Satisfactory | 11000 | 97.0 |
June 1997 | Fair | Satisfactory | Good | Satisfactory | 11000 | 97.0 |
June 1995 | Fair | Satisfactory | Good | Satisfactory | 11000 | 97.2 |
June 1993 | Fair | Satisfactory | Good | Satisfactory | 8212 | 94.1 |
June 1991 | Fair | Good | Very Good | Fair | 8652 | 83.0 |
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. | 1,063 | 989 | 74 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,434 | 6,988 | 446 | 0 | 0 |
Wearing Surfaces | sq. ft. | 7,434 | 6,988 | 446 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 105 | 79 | 25 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 102 | 102 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 213 | 213 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 18 | 0 | 18 | 0 | 0 |
Fixed Bearing | each | 18 | 0 | 18 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 354 | 337 | 17 | 0 | 0 |