W.PATRICK HENRY HY over U.S. 460 & N&W RAILWAY
Map
Coordinates:
+37.19008, -78.2172237°11'24" N, 78°13'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | W.PATRICK HENRY HY over U.S. 460 & N&W RAILWAY |
Structure number: | 000000000012812 |
Location: | .11 FR 621 & .41 WCL BRKV |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 79.1 ft. [24.1 m] |
Total length: | 273.0 ft. [83.2 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 35.8 ft. [10.9 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Year reconstructed: | 2010 |
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: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,510 [as of 2014] |
Truck traffic: | 13% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Satisfactory | Satisfactory | Good | 2510 | 97.8 |
January 2016 | Fair | Satisfactory | Satisfactory | Good | 2510 | 97.8 |
January 2014 | Fair | Satisfactory | Satisfactory | Good | 2595 | 97.8 |
January 2012 | Fair | Satisfactory | Satisfactory | Good | 2595 | 97.8 |
January 2011 | Poor | Poor | Poor | Poor | 2595 | 66.6 |
January 2009 | Poor | Poor | Poor | Poor | 2595 | 65.6 |
January 2008 | Poor | Poor | Poor | Poor | 2619 | 65.6 |
January 2006 | Poor | Fair | Fair | Poor | 2767 | 68.6 |
March 2004 | Poor | Fair | Fair | Poor | 2721 | 68.6 |
March 2002 | Fair | Fair | Satisfactory | Fair | 2712 | 85.7 |
April 2000 | Fair | Fair | Satisfactory | Fair | 2520 | 82.7 |
March 1998 | Fair | Fair | Satisfactory | Fair | 2520 | 82.7 |
March 1996 | Fair | Fair | Satisfactory | Fair | 2450 | 82.7 |
April 1994 | Fair | Good | Good | Fair | 4493 | 83.6 |
March 1992 | Fair | Good | Very Good | Satisfactory | 4500 | 95.7 |
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. | 1,365 | 1,037 | 0 | 328 | 0 |
Steel Protective Coating | sq. ft. | 12,188 | 12,143 | 45 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,774 | 8,692 | 1,078 | 4 | 0 |
Wearing Surfaces | sq. ft. | 9,337 | 9,237 | 100 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 9 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 2,503 | 2,503 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 118 | 109 | 6 | 3 | 0 |
Concrete Protective Coating | sq. ft. | 840 | 840 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 154 | 146 | 6 | 2 | 0 |
Concrete Protective Coating | sq. ft. | 1,977 | 1,977 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 253 | 242 | 0 | 9 | 2 |
Bearings |
Elastomeric Bearing | each | 40 | 40 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 80 | 80 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 546 | 546 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 546 | 546 | 0 | 0 | 0 |