NORTH CAPITOL ST over IRVING ST INTERCHANGE
Map
Coordinates:
+38.93167, -77.0066738°55'54" N, 77°00'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NORTH CAPITOL ST over IRVING ST INTERCHANGE |
Structure number: | 0023 |
Location: | N. CAPITAL & IRVING STS. |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 131.9 ft. [40.2 m] |
Roadway width between curbs: | 96.1 ft. [29.3 m] |
Deck width edge-to-edge: | 116.1 ft. [35.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 26° |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
Year reconstructed: | 2005 |
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: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Frame [07] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 31,900 [as of 2007] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 89.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 31900 | 89.5 |
February 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 31900 | 90.5 |
March 2014 | Fair | Good | Satisfactory | Satisfactory | 31900 | 91.5 |
March 2012 | Fair | Satisfactory | Satisfactory | Good | 31900 | 91.5 |
May 2010 | Fair | Satisfactory | Satisfactory | Good | 31900 | 73.7 |
February 2008 | Fair | Satisfactory | Satisfactory | Good | 31900 | 70.9 |
January 2006 | Good | Excellent | Very Good | Very Good | 37900 | 92.3 |
June 2003 | Poor | Poor | Fair | Fair | 37900 | 74.5 |
May 2001 | Fair | Fair | Fair | Fair | 37900 | 76.6 |
July 1998 | Poor | Poor | Fair | Fair | 37900 | 72.5 |
October 1996 | Poor | Poor | Fair | Fair | 37900 | 72.5 |
December 1993 | Fair | Fair | Fair | Fair | 37900 | 78.6 |
December 1991 | Fair | Fair | Fair | Satisfactory | 37900 | 81.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Column | each | 10 | 6 | 3 | 1 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 116 | 116 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 258 | 116 | 139 | 3 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 129 | 0 | 125 | 4 | 0 |
Joints |
Strip Seal Joint | linear ft. | 129 | 0 | 129 | 0 | 0 |
Pourable Joint | linear ft. | 129 | 80 | 49 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 266 | 264 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10 | 10 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 266 | 263 | 3 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 266 | 261 | 5 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 15,350 | 9,995 | 664 | 4,691 | 0 |
Wearing Surfaces | sq. ft. | 12,730 | 11,456 | 1,273 | 1 | 0 |