FAIRVIEW AVE. over SCL RR
Map
Coordinates:
+32.35167, -86.3300032°21'06" N, 86°19'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAIRVIEW AVE. over SCL RR |
Structure number: | 005001 |
Old structure number: | 0000008851M0010 (from 1992 edition) |
Location: | 0.6 MI.E. OF I65 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Local (Urban) [19] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 175.9 ft. [53.6 m] |
Roadway width between curbs: | 67.9 ft. [20.7 m] |
Deck width edge-to-edge: | 80.1 ft. [24.4 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1934 |
Year reconstructed: | 1955 |
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: | 5 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 24,500 [as of 1988] |
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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 83.0 |
Estimated cost of work: | $3,857,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 24500 | 83.0 |
November 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 24500 | 83.0 |
November 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 24500 | 87.5 |
November 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 24500 | 87.5 |
November 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 24500 | 87.5 |
October 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 24500 | 87.5 |
October 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 24500 | 88.5 |
October 2004 | Good | Good | Good | Good | 24500 | 88.5 |
October 2002 | Good | Good | Good | Good | 24500 | 88.5 |
October 2000 | Good | Good | Good | Good | 24500 | 88.5 |
October 1998 | Good | Good | Good | Good | 24500 | 87.2 |
September 1996 | Good | Good | Good | Good | 24500 | 87.2 |
June 1994 | Good | Good | Good | Good | 24500 | 87.0 |
September 1992 | Good | Good | Good | Good | 24500 | 86.0 |
April 1990 | Good | Good | Good | Good | 24500 | 86.0 |