RHODE ISLAND AVE over NORTH CAPITOL STREET
Map
Coordinates:
+38.91684, -77.0089438°55'01" N, 77°00'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RHODE ISLAND AVE over NORTH CAPITOL STREET |
Structure number: | 0051 |
Location: | R.I. AVE OVER N CAP ST |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 59.4 ft. [18.1 m] |
Total length: | 59.4 ft. [18.1 m] |
Roadway width between curbs: | 80.4 ft. [24.5 m] |
Deck width edge-to-edge: | 94.5 ft. [28.8 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 24° |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Year reconstructed: | 2002 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span 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: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 38,800 [as of 2007] |
Truck traffic: | 4% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 88.1 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $1,250,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Good | Good | Satisfactory | 38800 | 88.1 |
March 2015 | Fair | Good | Good | Satisfactory | 38800 | 88.1 |
March 2013 | Fair | Good | Good | Satisfactory | 38800 | 86.1 |
February 2011 | Good | Good | Good | Good | 38800 | 86.1 |
January 2009 | Good | Good | Good | Good | 38800 | 68.0 |
January 2007 | Good | Very Good | Very Good | Good | 34000 | 66.4 |
December 2004 | Good | Very Good | Very Good | Good | 34000 | 66.4 |
January 2003 | Good | Excellent | Very Good | Very Good | 34000 | 66.4 |
January 2001 | Fair | Fair | Satisfactory | Fair | 34000 | 52.3 |
August 1998 | Fair | Satisfactory | Good | Fair | 34000 | 56.4 |
September 1996 | Fair | Satisfactory | Good | Fair | 34000 | 56.2 |
March 1994 | Fair | Satisfactory | Satisfactory | Fair | 34000 | 59.3 |
March 1990 | Fair | Satisfactory | Fair | Fair | 34000 | 59.3 |
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. | 714 | 714 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 4,284 | 4,284 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,623 | 5,623 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 5,623 | 5,623 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 207 | 195 | 7 | 5 | 0 |
Joints |
Compression Joint | linear ft. | 207 | 0 | 0 | 207 | 0 |
Bearings |
Elastomeric Bearing | each | 24 | 22 | 2 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 125 | 122 | 0 | 3 | 0 |