WBL ROUTE 0295 over ROUTE 36
Map
Coordinates:
+37.26696, -77.3223337°16'01" N, 77°19'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WBL ROUTE 0295 over ROUTE 36 |
Structure number: | 000000000023277 |
Location: | 3.52Fr Chest Co&3.4To106 |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 106.0 ft. [32.3 m] |
Total length: | 212.0 ft. [64.6 m] |
Roadway width between curbs: | 52.5 ft. [16.0 m] |
Deck width edge-to-edge: | 55.8 ft. [17.0 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 8° |
Owner: | State Highway Agency [01] |
Year built: | 1991 |
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: | 2 |
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: | 11,576 [as of 2014] |
Truck traffic: | 21% of total traffic |
Deck condition: | Satisfactory [6 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: | 94.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 11576 | 94.9 |
October 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 11576 | 94.9 |
October 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 9500 | 95.1 |
October 2011 | Fair | Satisfactory | Good | Satisfactory | 9500 | 96.0 |
October 2009 | Fair | Good | Good | Satisfactory | 9500 | 97.0 |
October 2007 | Fair | Satisfactory | Good | Good | 9500 | 97.0 |
October 2005 | Fair | Satisfactory | Good | Fair | 9500 | 86.0 |
October 2003 | Good | Good | Good | Good | 9500 | 97.0 |
November 2001 | Good | Good | Very Good | Good | 9500 | 97.0 |
February 2000 | Fair | Satisfactory | Very Good | Good | 9500 | 97.0 |
November 1997 | Good | Very Good | Very Good | Good | 9500 | 97.0 |
December 1995 | Good | Good | Good | Good | 8500 | 97.0 |
January 1994 | Good | Very Good | Very Good | Very Good | 10000 | 97.0 |
January 1992 | Good | Excellent | Excellent | Excellent | 10000 | 98.0 |
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. | 1,272 | 1,272 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,360 | 1,300 | 60 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 11,830 | 8,000 | 3,830 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 3 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 113 | 79 | 25 | 9 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 56 | 51 | 0 | 5 | 0 |
Joints |
Pourable Joint | linear ft. | 113 | 27 | 62 | 12 | 12 |
Bearings |
Movable Bearing | each | 12 | 0 | 12 | 0 | 0 |
Fixed Bearing | each | 6 | 6 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 423 | 250 | 173 | 0 | 0 |