WBL BOW. GREEN BYP over RTE. 301 (2)
Map
Coordinates:
+38.04089, -77.3441338°02'27" N, 77°20'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WBL BOW. GREEN BYP over RTE. 301 (2) |
Structure number: | 000000000024142 |
Location: | 1.1M RT207 BUS-0.7M RT619 |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 105.0 ft. [32.0 m] |
Total length: | 195.9 ft. [59.7 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 51.2 ft. [15.6 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 17° |
Owner: | State Highway Agency [01] |
Year built: | 1995 |
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] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,428 [as of 2014] |
Truck traffic: | 9% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 99.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Good | Very Good | Good | 4428 | 99.6 |
January 2016 | Good | Good | Very Good | Good | 4428 | 99.6 |
January 2014 | Good | Good | Very Good | Good | 3993 | 99.6 |
January 2012 | Good | Good | Very Good | Good | 3993 | 97.6 |
January 2010 | Good | Good | Very Good | Good | 3993 | 97.6 |
January 2009 | Good | Good | Very Good | Good | 4200 | 95.6 |
January 2007 | Good | Very Good | Very Good | Good | 4552 | 95.6 |
January 2005 | Good | Very Good | Very Good | Good | 3553 | 95.7 |
January 2003 | Good | Very Good | Very Good | Good | 3369 | 95.7 |
January 2001 | Good | Very Good | Very Good | Good | 5195 | 96.8 |
February 1999 | Good | Very Good | Very Good | Good | 5195 | 96.8 |
January 1997 | Good | Very Good | Very Good | Good | 5195 | 96.8 |
February 1995 | Good | Excellent | Excellent | Excellent | 5195 | 77.5 |
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. | 1,165 | 1,165 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 15,922 | 15,921 | 1 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,024 | 0 | 10,024 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 149 | 98 | 26 | 25 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 56 | 56 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 105 | 67 | 0 | 26 | 12 |
Bearings |
Movable Bearing | each | 12 | 0 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 12 | 0 | 0 | 0 | 12 |
Fixed Bearing | each | 6 | 6 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6 | 6 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 427 | 407 | 20 | 0 | 0 |