10 TH AVE WYLAM over UNITED STATES STEEL RR
Map
Coordinates:
+33.50297, -86.9329533°30'11" N, 86°55'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | 10 TH AVE WYLAM over UNITED STATES STEEL RR |
Structure number: | 004337 |
Location: | 10 TH AVE * 10TH CT WYLAM |
Purpose: | Carries highway over railroad |
Route classification: | Local (Urban) [19] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 119.1 ft. [36.3 m] |
Roadway width between curbs: | 27.6 ft. [8.4 m] |
Deck width edge-to-edge: | 31.8 ft. [9.7 m] |
Vertical clearance below bridge: | 22.0 ft. [6.7 m] |
Skew angle: | 30° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1952 |
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: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,500 [as of 2016] |
Truck traffic: | 2% 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: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 57.8 tons [52.5 metric tons] |
Inventory rating: | 34.7 tons [31.5 metric tons] |
Sufficiency rating: | 76.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,063,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
December 2016 | 76.7 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 3500 |
December 2014 | 76.7 | Fair | Good | Good | Satisfactory | FO | 3500 |
December 2012 | 76.7 | Fair | Good | Good | Satisfactory | FO | 3500 |
December 2010 | 76.7 | Fair | Good | Good | Satisfactory | FO | 3500 |
January 2009 | 76.7 | Fair | Good | Good | Satisfactory | FO | 3500 |
November 2006 | 55.0 | Fair | Good | Good | Satisfactory | FO | 3500 |
December 2004 | 55.0 | Fair | Good | Good | Satisfactory | FO | 3500 |
September 2002 | 55.2 | Fair | Good | Good | Satisfactory | FO | 3000 |
August 2000 | 55.2 | Fair | Good | Good | Satisfactory | FO | 3000 |
December 1998 | 55.1 | Fair | Good | Good | Satisfactory | FO | 3000 |
October 1996 | 54.9 | Fair | Good | Good | Satisfactory | FO | 3000 |
December 1994 | 54.8 | Good | Good | Good | Good | FO | 3000 |
December 1992 | 50.6 | Good | Good | Good | Good | FO | 3000 |