FAS 295 over WOLF RIVER
Map
Coordinates:
+36.58369, -85.1183136°35'01" N, 85°07'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAS 295 over WOLF RIVER |
Structure number: | 69G00060001 |
Location: | NORTH EAST OF BYRDSTOWN |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 264.1 ft. [80.5 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 27° |
Owner: | State Highway Agency [01] |
Year built: | 1991 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 4 |
Main spans material: | Prestressed concrete continuous [6] |
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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 730 [as of 2017] |
Truck traffic: | 9% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 730 | 95.9 |
January 2016 | Good | Good | Good | Good | 590 | 96.1 |
January 2014 | Good | Good | Very Good | Good | 570 | 96.1 |
January 2012 | Good | Good | Very Good | Good | 860 | 88.1 |
January 2010 | Good | Good | Very Good | Good | 660 | 96.0 |
January 2008 | Good | Good | Very Good | Good | 660 | 96.0 |
February 2006 | Good | Very Good | Very Good | Very Good | 650 | 97.0 |
January 2004 | Good | Very Good | Very Good | Very Good | 640 | 97.0 |
January 2002 | Good | Very Good | Very Good | Very Good | 590 | 97.1 |
January 2000 | Good | Very Good | Very Good | Very Good | 650 | 98.0 |
May 1998 | Good | Very Good | Very Good | Very Good | 620 | 98.1 |
May 1996 | Good | Very Good | Very Good | Very Good | 620 | 97.0 |
May 1994 | Good | Very Good | Very Good | Very Good | 650 | 97.0 |
May 1992 | Good | Very Good | Very Good | Very Good | 590 | 97.1 |
May 1990 | Poor | - | - | - | 590 | 18.8 |