Wards Road over NS Railway
Map
Coordinates:
+37.37083, -79.1836337°22'15" N, 79°11'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Wards Road over NS Railway |
Structure number: | 000000000020535 |
Location: | 0.40-Rt.29/0.02-Rt.128 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 171.9 ft. [52.4 m] |
Roadway width between curbs: | 67.9 ft. [20.7 m] |
Deck width edge-to-edge: | 80.1 ft. [24.4 m] |
Vertical clearance below bridge: | 45.9 ft. [14.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1970 |
Year reconstructed: | 2013 |
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: | 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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 26,656 [as of 2014] |
Truck traffic: | 1% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 90.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Good | Very Good | Good | 26656 | 90.7 |
January 2016 | Good | Good | Very Good | Good | 26656 | 90.7 |
January 2014 | Good | Good | Very Good | Good | 26000 | 90.8 |
July 2012 | Fair | Fair | Good | Satisfactory | 27000 | 89.5 |
July 2010 | Fair | Fair | Good | Satisfactory | 30109 | 88.8 |
July 2008 | Fair | Fair | Good | Satisfactory | 30109 | 90.8 |
July 2006 | Fair | Fair | Good | Satisfactory | 28950 | 90.0 |
July 2004 | Fair | Fair | Good | Satisfactory | 28950 | 90.0 |
July 2002 | Fair | Fair | Excellent | Satisfactory | 28950 | 90.0 |
July 2000 | Fair | Fair | Excellent | Satisfactory | 28950 | 90.0 |
July 1998 | Fair | Fair | Excellent | Satisfactory | 28950 | 90.0 |
July 1996 | Fair | Fair | Good | Satisfactory | 28950 | 90.0 |
August 1994 | Fair | Fair | Good | Satisfactory | 28950 | 88.2 |
August 1992 | Fair | Satisfactory | Good | Good | 25616 | 90.1 |
September 1990 | Fair | Satisfactory | Very Good | Good | 25616 | 90.1 |
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. | 1,892 | 1,892 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 15,648 | 15,648 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 13,762 | 13,732 | 30 | 0 | 0 |
Wearing Surfaces | sq. ft. | 11,008 | 0 | 11,008 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 160 | 148 | 12 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 165 | 147 | 14 | 4 | 0 |
Joints |
Compression Joint | linear ft. | 162 | 0 | 162 | 0 | 0 |
Bearings |
Movable Bearing | each | 33 | 0 | 0 | 33 | 0 |
Steel Protective Coating | sq. ft. | 132 | 132 | 0 | 0 | 0 |
Fixed Bearing | each | 33 | 0 | 0 | 33 | 0 |
Steel Protective Coating | sq. ft. | 132 | 132 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 344 | 344 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 344 | 344 | 0 | 0 | 0 |