FAU 148 over INCLINE TRAM
Map
Coordinates:
+35.00667, -85.3383335°00'24" N, 85°20'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | FAU 148 over INCLINE TRAM |
Structure number: | 33SR1480003 |
Location: | 1.5 MI. S OF SR-2 JCT. |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 33.1 ft. [10.1 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,950 [as of 2015] |
Truck traffic: | 10% 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: | 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] |
Operating rating: | 48.5 tons [44.1 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 75.4 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $205,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
November 2016 | 75.4 | Good | Good | Good | Good | - | 3950 |
November 2014 | 75.7 | Good | Good | Good | Good | - | 3710 |
November 2012 | 77.1 | Fair | Good | Good | Satisfactory | - | 3290 |
November 2010 | 77.8 | Fair | Good | Good | Satisfactory | - | 2760 |
November 2008 | 77.5 | Fair | Good | Good | Satisfactory | - | 2960 |
December 2006 | 77.4 | Fair | Good | Good | Satisfactory | - | 3040 |
March 2005 | 76.9 | Fair | Good | Good | Satisfactory | - | 3470 |
February 2003 | 77.6 | Fair | Good | Good | Satisfactory | - | 2940 |
February 2001 | 77.0 | Good | Good | Good | Good | - | 3380 |
January 1999 | 75.8 | Good | Good | Good | Good | - | 4400 |
May 1997 | 76.9 | Good | Good | Good | Good | - | 4320 |
March 1995 | 71.0 | Good | Good | Good | Good | FO | 3900 |
April 1993 | 71.0 | Good | Good | Good | Good | FO | 3880 |
June 1991 | 70.0 | Good | Good | Good | Good | FO | 3810 |