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CHEROKEE #63 over LITTLE NOSE CREEK

Map

Coordinates:
+34.17468, -85.66782
34°10'29" N, 85°40'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHEROKEE #63 over LITTLE NOSE CREEK
Structure number:007072
Old structure number:0000006310076Z0 (from 1992 edition)
Location:2.0 MI NE INT CHERO #26
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.1 ft. [10.4 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Owner:County Highway Agency [02]
Year built:1960
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:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

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:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:71.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$887,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairGoodGoodSatisfactory41571.4
July 2016FairGoodGoodSatisfactory41571.4
September 2014FairGoodGoodSatisfactory41571.4
September 2013FairGoodGoodSatisfactory41571.4
September 2012FairGoodGoodSatisfactory41571.4
October 2011FairGoodGoodSatisfactory41571.4
December 2010FairGoodGoodSatisfactory41571.4
November 2008FairGoodGoodSatisfactory41571.4
December 2006FairGoodGoodSatisfactory41576.5
January 2005FairGoodGoodSatisfactory41576.5
January 2003FairGoodGoodSatisfactory41575.6
January 2001FairGoodGoodSatisfactory41575.6
February 1999GoodGoodGoodGood41573.6
February 1997GoodGoodGoodGood41573.4
February 1995GoodGoodGoodGood41575.4
February 1993GoodGoodGoodGood41559.4
February 1991GoodGoodGoodGood41566.4