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2ND AVENUE WEST over MILL CREEK

Map

Coordinates:
+33.92778, -86.49575
33°55'40" N, 86°29'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:2ND AVENUE WEST over MILL CREEK
Structure number:000458
Location:.2 MI NO OF SO CTY LM
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:21.3 ft. [6.5 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1928
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:563 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:65.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$663,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairFairFairFair56365.7
November 2016FairFairFairFair56365.7
November 2014FairFairFairFair50065.7
November 2013FairFairFairFair50065.7
November 2012FairFairFairFair50065.7
December 2011FairFairFairFair50065.7
November 2010FairFairFairFair50035.4
November 2008FairFairFairFair50035.4
November 2006FairFairFairFair50035.4
November 2004FairFairFairSatisfactory50035.4
December 2002FairFairFairSatisfactory50035.4
November 2000FairFairFairSatisfactory50035.4
November 1998FairFairFairSatisfactory50035.4
November 1996FairFairFairSatisfactory50035.1
December 1994FairFairSatisfactorySatisfactory50045.2
January 1993FairFairSatisfactorySatisfactory50045.2