Wards Road(Rt. 29) over Route 29 Expressway
Map
Coordinates:
+37.36523, -79.1822337°21'55" N, 79°10'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Wards Road(Rt. 29) over Route 29 Expressway |
Structure number: | 000000000020536 |
Location: | 0.30-Rt.128/0.01-Rt.29 |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 67.6 ft. [20.6 m] |
Total length: | 316.0 ft. [96.3 m] |
Roadway width between curbs: | 59.1 ft. [18.0 m] |
Deck width edge-to-edge: | 66.6 ft. [20.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 32° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1964 |
Year reconstructed: | 1992 |
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: | 6 |
Main spans material: | Steel [3] |
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: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,572 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Good | Satisfactory | 16572 | 93.0 |
June 2016 | Fair | Good | Good | Satisfactory | 16572 | 93.0 |
June 2014 | Fair | Good | Good | Satisfactory | 26000 | 94.0 |
June 2012 | Fair | Good | Good | Satisfactory | 19358 | 94.0 |
June 2010 | Fair | Good | Good | Satisfactory | 19358 | 94.0 |
July 2008 | Fair | Good | Good | Satisfactory | 19358 | 94.0 |
July 2006 | Good | Good | Very Good | Good | 29890 | 95.0 |
July 2004 | Good | Good | Very Good | Good | 29890 | 95.0 |
July 2002 | Good | Good | Very Good | Good | 29890 | 95.0 |
July 2000 | Good | Good | Very Good | Good | 29890 | 95.0 |
July 1998 | Good | Good | Very Good | Good | 29890 | 95.0 |
July 1996 | Good | Good | Very Good | Good | 29890 | 95.0 |
July 1994 | Good | Very Good | Very Good | Very Good | 29890 | 95.0 |
July 1992 | Good | Excellent | Excellent | Excellent | 29890 | 95.0 |
September 1990 | Poor | Poor | Satisfactory | Poor | 25616 | 67.0 |
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. | 3,443 | 2,754 | 689 | 0 | 0 |
Steel Protective Coating | sq. ft. | 30,126 | 23,901 | 0 | 5,975 | 250 |
Deck |
Reinforced Concrete Deck | sq. ft. | 21,065 | 0 | 21,064 | 1 | 0 |
Substructure |
Reinforced Concrete Column | each | 30 | 24 | 6 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 134 | 134 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 380 | 0 | 380 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 550 | 531 | 19 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 132 | 0 | 127 | 5 | 0 |
Steel Protective Coating | sq. ft. | 264 | 0 | 0 | 264 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 632 | 627 | 1 | 4 | 0 |