US 58 WBL Bypass over CSX Railroad
Map
Coordinates:
+36.70299, -77.5291036°42'11" N, 77°31'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 58 WBL Bypass over CSX Railroad |
Structure number: | 000000000020233 |
Location: | .30 fr 301/1.60 to 58 Bus |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 141.1 ft. [43.0 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
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: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,190 [as of 2014] |
Truck traffic: | 28% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances 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: | 95.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Good | Satisfactory | Satisfactory | 7190 | 95.3 |
April 2015 | Fair | Good | Satisfactory | Satisfactory | 7190 | 95.3 |
April 2013 | Fair | Good | Satisfactory | Good | 7171 | 96.3 |
April 2011 | Fair | Good | Satisfactory | Good | 7171 | 96.3 |
April 2009 | Good | Good | Good | Good | 7171 | 96.3 |
April 2007 | Good | Good | Good | Good | 7337 | 96.3 |
April 2005 | Good | Good | Good | Good | 6939 | 96.4 |
April 2003 | Good | Good | Good | Good | 6680 | 96.4 |
April 2001 | Good | Good | Very Good | Good | 6500 | 96.5 |
April 1999 | Good | Good | Very Good | Good | 9772 | 95.7 |
May 1997 | Good | Good | Very Good | Good | 4500 | 96.9 |
May 1995 | Good | Good | Very Good | Good | 4500 | 97.0 |
April 1993 | Fair | Fair | Very Good | Very Good | 7765 | 91.1 |
January 1991 | Fair | Fair | Very Good | Very Good | 7765 | 90.0 |
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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 1,355 | 1,328 | 16 | 11 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,924 | 5,591 | 200 | 133 | 0 |
Wearing Surfaces | sq. ft. | 5,924 | 4,147 | 1,777 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 4 | 0 | 2 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 33 | 27 | 5 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 85 | 17 | 60 | 8 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 94 | 59 | 18 | 17 | 0 |
Joints |
Compression Joint | linear ft. | 168 | 37 | 0 | 131 | 0 |
Bearings |
Elastomeric Bearing | each | 104 | 104 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 282 | 201 | 69 | 12 | 0 |