SR 53 (WBL) over SOUTHERN RAILROAD
Map
Coordinates:
+34.33234, -85.0893234°19'56" N, 85°05'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 53 (WBL) over SOUTHERN RAILROAD |
Structure number: | 000000011500420 |
Location: | IN SHANNON |
Purpose: | Carries highway over railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 62.0 ft. [18.9 m] |
Total length: | 175.9 ft. [53.6 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 45.3 ft. [13.8 m] |
Skew angle: | 35° |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
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: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,860 [as of 2012] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 94.2 |
Estimated cost of work: | $1,032,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Satisfactory | Very Good | Satisfactory | 13860 | 94.2 |
November 2015 | Fair | Satisfactory | Very Good | Satisfactory | 13860 | 94.2 |
December 2013 | Good | Good | Very Good | Good | 13860 | 94.2 |
November 2011 | Good | Good | Very Good | Good | 11980 | 94.3 |
December 2009 | Good | Good | Very Good | Good | 14980 | 94.1 |
November 2007 | Good | Good | Very Good | Good | 14980 | 94.1 |
October 2005 | Good | Good | Very Good | Good | 13320 | 94.2 |
November 2003 | Good | Good | Very Good | Good | 18700 | 99.1 |
November 2001 | Good | Good | Very Good | Good | 15700 | 97.8 |
October 1999 | Good | Good | Very Good | Good | 11300 | 98.4 |
September 1997 | Good | Good | Very Good | Good | 11300 | 96.4 |
July 1995 | Good | Good | Very Good | Very Good | 11300 | 96.3 |
August 1993 | Good | Good | Very Good | Very Good | 9990 | 96.5 |
June 1991 | Good | Good | Very Good | Very Good | 9990 | 96.5 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 1,056 | 1,056 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,242 | 0 | 10,242 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,954 | 4,354 | 3,600 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 114 | 57 | 57 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 110 | 110 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 220 | 220 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 18 | 18 | 0 | 0 | 0 |
Fixed Bearing | each | 18 | 18 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 352 | 352 | 0 | 0 | 0 |