I565 N FRONTAGE over LIMESTONE SLOUGH
Map
Coordinates:
+34.63333, -86.8500034°37'60" N, 86°50'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | I565 N FRONTAGE over LIMESTONE SLOUGH |
Structure number: | 014147 |
Location: | 2.9 MI E JCT I65 * I565 |
Purpose: | Carries highway over relief for waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 164.1 ft. [50.0 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
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: | 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: April 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 646 [as of 2007] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 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 minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Operating rating: | 47.9 tons [43.5 metric tons] |
Inventory rating: | 36.0 tons [32.7 metric tons] |
Sufficiency rating: | 89.9 |
Estimated cost of work: | $1,398,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2015 | 89.9 | Good | Good | Good | Very Good | - | 646 |
April 2013 | 91.9 | Good | Good | Very Good | Very Good | - | 646 |
May 2011 | 91.9 | Good | Good | Very Good | Very Good | - | 646 |
May 2009 | 91.9 | Good | Good | Very Good | Very Good | - | 646 |
May 2007 | 91.9 | Good | Good | Very Good | Very Good | - | 646 |
May 2005 | 91.9 | Good | Good | Very Good | Very Good | - | 567 |
May 2003 | 91.9 | Good | Good | Very Good | Very Good | - | 567 |
May 2001 | 91.9 | Good | Good | Very Good | Very Good | - | 545 |
May 1999 | 93.9 | Good | Very Good | Very Good | Very Good | - | 525 |
July 1997 | 94.0 | Good | Very Good | Very Good | Very Good | - | 450 |
July 1995 | 93.7 | Good | Very Good | Very Good | Very Good | - | 350 |
July 1993 | 93.7 | Good | Very Good | Very Good | Very Good | - | 295 |
September 1991 | 94.0 | Good | Very Good | Very Good | Very Good | - | 210 |