5TH ST. NW over NS RAILWAY
Map
Coordinates:
+37.27319, -79.9497537°16'23" N, 79°56'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 5TH ST. NW over NS RAILWAY |
Structure number: | 000000000024099 |
Location: | .1 NORFLK AV;.1SHEN AVE |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 97.1 ft. [29.6 m] |
Total length: | 290.0 ft. [88.4 m] |
Roadway width between curbs: | 51.8 ft. [15.8 m] |
Deck width edge-to-edge: | 64.6 ft. [19.7 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1994 |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,840 [as of 2014] |
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: | 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: | Equal to present minimum criteria [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 83.4 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $170,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Good | 2840 | 83.4 |
October 2015 | Good | Good | Good | Good | 2840 | 83.4 |
October 2013 | Good | Good | Good | Good | 8913 | 78.9 |
October 2011 | Good | Good | Good | Good | 8913 | 78.9 |
October 2009 | Good | Good | Good | Good | 8913 | 81.0 |
October 2007 | Good | Good | Good | Good | 8913 | 81.0 |
November 2005 | Good | Good | Good | Good | 8913 | 81.0 |
November 2003 | Good | Good | Good | Good | 8913 | 78.8 |
October 2001 | Good | Good | Good | Good | 8913 | 78.8 |
November 1999 | Good | Very Good | Very Good | Very Good | 8913 | 78.8 |
December 1998 | Good | Good | Very Good | Very Good | 8913 | 78.8 |
November 1996 | Good | Very Good | Very Good | Very Good | 8913 | 78.8 |
November 1994 | Good | Excellent | Excellent | Excellent | 8913 | 78.8 |