CHEROKEE #51 over CREEK
Map
Coordinates:
+34.23008, -85.4862034°13'48" N, 85°29'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CHEROKEE #51 over CREEK |
Structure number: | 001259 |
Old structure number: | 0000005110158Z0 (from 1992 edition) |
Location: | 1.0 MI S INT ALA #9 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1935 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2016
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 415 [as of 2014] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 40.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $264,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2016 | Fair | Good | Satisfactory | Satisfactory | 415 | 40.7 |
September 2014 | Good | Good | Good | Good | 415 | 40.7 |
September 2013 | Good | Good | Good | Good | 415 | 40.7 |
September 2012 | Good | Good | Good | Good | 415 | 40.7 |
October 2011 | Good | Good | Good | Good | 415 | 40.7 |
November 2010 | Good | Good | Good | Good | 415 | 40.7 |
October 2008 | Good | Good | Good | Good | 415 | 40.7 |
December 2006 | Good | Good | Good | Good | 415 | 37.6 |
December 2004 | Good | Good | Good | Good | 415 | 37.6 |
February 2003 | Good | Good | Good | Good | 415 | 37.1 |
November 2000 | Fair | Satisfactory | Good | Good | 415 | 37.1 |
February 1999 | Fair | Satisfactory | Good | Good | 415 | 37.4 |
January 1997 | Good | Good | Good | Good | 415 | 37.1 |
February 1995 | Good | Good | Good | Good | 415 | 37.1 |
February 1993 | Good | Good | Good | Good | 415 | 37.1 |
February 1991 | Good | Good | Good | Good | 415 | 46.8 |