NBL Route 29 Bypas over Depot Street
Map
Coordinates:
+37.57857, -79.0494637°34'43" N, 79°02'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NBL Route 29 Bypas over Depot Street |
Structure number: | 000000000001336 |
Location: | .20 ATL / .26 RT. 60 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 145.0 ft. [44.2 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 34° |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
Year reconstructed: | 2010 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
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: | Latex Concrete or similar additive [3] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,183 [as of 2014] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 99.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 10183 | 99.1 |
June 2015 | Good | Good | Good | Good | 10183 | 99.1 |
June 2013 | Fair | Good | Satisfactory | Good | 9869 | 99.1 |
June 2011 | Fair | Good | Satisfactory | Good | 9869 | 99.1 |
June 2009 | Fair | Good | Good | Satisfactory | 9869 | 98.1 |
July 2007 | Fair | Good | Good | Satisfactory | 10063 | 98.1 |
July 2005 | Good | Good | Good | Good | 9566 | 98.1 |
July 2003 | Good | Good | Good | Good | 9321 | 99.1 |
July 2001 | Good | Good | Good | Good | 9022 | 99.2 |
August 1999 | Good | Good | Good | Good | 6172 | 96.4 |
August 1997 | Good | Good | Good | Good | 6000 | 96.4 |
October 1995 | Fair | Fair | Good | Very Good | 5500 | 94.6 |
October 1993 | Fair | Satisfactory | Very Good | Very Good | 4500 | 96.7 |
September 1991 | Good | Good | Very Good | Very Good | 5133 | 96.6 |
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. | 725 | 721 | 2 | 1 | 1 |
Steel Protective Coating | sq. ft. | 1,280 | 1,280 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,090 | 6,090 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 5,510 | 4,826 | 684 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 96 | 56 | 40 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 104 | 83 | 19 | 2 | 0 |
Joints |
Pourable Joint | linear ft. | 42 | 42 | 0 | 0 | 0 |
Compression Joint | linear ft. | 128 | 128 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 15 | 14 | 1 | 0 | 0 |
Fixed Bearing | each | 15 | 0 | 15 | 0 | 0 |
Steel Protective Coating | sq. ft. | 22 | 0 | 22 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 290 | 290 | 0 | 0 | 0 |