UPPER HURRICANE R over HURRICANE CREEK
Map
Coordinates:
+34.91923, -86.3588634°55'09" N, 86°21'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | UPPER HURRICANE R over HURRICANE CREEK |
Structure number: | 000018 |
Old structure number: | 0000043745288Z0 (from 1992 edition) |
Location: | 3 MI NE JCT CO RD 468 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 50.9 ft. [15.5 m] |
Total length: | 50.9 ft. [15.5 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | County Highway Agency [02] |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 74 [as of 2003] |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 24.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $270,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Poor | Serious | Serious | Serious | 74 | 24.5 |
February 2015 | Poor | Serious | Serious | Serious | 74 | 24.5 |
November 2014 | Poor | Serious | Serious | Serious | 74 | 24.5 |
February 2014 | Poor | Serious | Serious | Serious | 74 | 24.5 |
February 2013 | Poor | Serious | Serious | Serious | 74 | 24.5 |
February 2012 | Poor | Serious | Serious | Serious | 74 | 24.5 |
February 2011 | Poor | Serious | Serious | Serious | 74 | 24.5 |
February 2009 | Poor | Serious | Serious | Serious | 74 | 24.5 |
February 2007 | Poor | Serious | Serious | Serious | 74 | 24.5 |
January 2005 | Poor | Serious | Serious | Serious | 74 | 24.5 |
January 2003 | Poor | Serious | Serious | Serious | 74 | 24.5 |
January 2001 | Poor | Serious | Serious | Serious | 45 | 24.5 |
March 1998 | Poor | Serious | Serious | Serious | 45 | 24.5 |
December 1996 | Poor | Poor | Poor | Poor | 45 | 24.5 |
December 1994 | Poor | Poor | Poor | Poor | 45 | 24.5 |
December 1992 | Poor | Poor | Poor | Poor | 45 | 24.5 |
January 1991 | Poor | Poor | Poor | Poor | 38 | 24.5 |