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ALEX-WELL RD. over TALLAHATCHEE CREEK

Map

Coordinates:
+33.80375, -85.88835
33°48'14" N, 85°53'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ALEX-WELL RD. over TALLAHATCHEE CREEK
Structure number:004822
Old structure number:0000001308099Z0 (from 1992 edition)
Location:1 MI S WELLINGTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:89.9 ft. [27.4 m]
Total length:249.0 ft. [75.9 m]
Roadway width between curbs:13.5 ft. [4.1 m]
Deck width edge-to-edge:13.5 ft. [4.1 m]
Owner:County Highway Agency [02]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:840 [as of 1993]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:10.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$844,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018PoorFairPoorSatisfactory84010.6
December 2016PoorFairPoorSatisfactory84010.6
December 2014PoorFairPoorSatisfactory84010.6
December 2013PoorSatisfactoryPoorSatisfactory84013.3
December 2012PoorSatisfactoryPoorSatisfactory84013.3
January 2012PoorSatisfactoryPoorSatisfactory84013.3
December 2010PoorSatisfactoryPoorSatisfactory84013.3
November 2008PoorSatisfactoryPoorSatisfactory84013.3
December 2006PoorSatisfactoryPoorSatisfactory84013.3
May 2004PoorGoodPoorSatisfactory84013.3
May 2002FairGoodFairSatisfactory84025.6
April 2000FairGoodFairSatisfactory84025.6
May 1998FairGoodFairSatisfactory84025.7
December 1996FairFairFairFair84024.1
February 1995FairFairFairFair84024.1
March 1993FairSatisfactorySatisfactorySatisfactory84036.6
February 1992FairSatisfactoryGoodGood83036.6