58TH STREET N.E. over WATTS BRANCH NE
Map
Coordinates:
+35.45000, -76.9177535°27'00" N, 76°55'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 58TH STREET N.E. over WATTS BRANCH NE |
Structure number: | 0132 |
Location: | 58TH ST OVER WATTS BRANCH |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 36.1 ft. [11.0 m] |
Total length: | 39.4 ft. [12.0 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 55.1 ft. [16.8 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Year reconstructed: | 2014 |
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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,500 [as of 2007] |
Truck traffic: | 1% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 97.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $1,500,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Good | 5500 | 97.0 |
February 2015 | Good | Good | Good | Good | 5500 | 94.0 |
June 2012 | Fair | Fair | Fair | Fair | 5500 | 82.0 |
June 2010 | Fair | Fair | Fair | Fair | 5500 | 64.0 |
June 2008 | Fair | Fair | Fair | Fair | 5500 | 64.0 |
June 2006 | Poor | Poor | Fair | Satisfactory | 5300 | 64.0 |
May 2004 | Poor | Poor | Fair | Satisfactory | 5300 | 64.0 |
June 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 5300 | 78.0 |
November 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 5300 | 78.0 |
September 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 5300 | 74.9 |
September 1995 | Good | Good | Good | Good | 5300 | 78.0 |
March 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 5300 | 81.0 |
October 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 5300 | 81.0 |
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. | 300 | 300 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,160 | 2,127 | 33 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,160 | 2,160 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 120 | 119 | 1 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 118 | 118 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 16 | 13 | 3 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 79 | 79 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 247 | 247 | 0 | 0 | 0 |