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RAILROAD ST over STREAM

Map

Coordinates:
+34.68667, -87.40667
34°41'12" N, 87°24'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAILROAD ST over STREAM
Structure number:003402
Old structure number:0000000440M0010 (from 1992 edition)
Location:0.1 MI W JCT SR 101
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.5 ft. [3.8 m]
Total length:24.3 ft. [7.4 m]
Roadway width between curbs:11.8 ft. [3.6 m]
Deck width edge-to-edge:11.8 ft. [3.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1949
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:100 [as of 2018]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:22.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$116,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorPoorPoorPoor10022.2
January 2016PoorPoorPoorPoor10022.2
January 2014PoorPoorPoorPoor10022.2
January 2013PoorPoorPoorPoor10022.2
March 2012PoorPoorPoorPoor10022.2
March 2011PoorPoorPoorPoor10022.2
March 2010PoorPoorPoorPoor10022.2
March 2008PoorPoorPoorPoor10016.6
February 2006PoorPoorPoorPoor10017.7
April 2004PoorPoorPoorPoor10017.7
March 2002FairGoodSatisfactoryFair10021.9
February 1997FairGoodSatisfactoryFair10021.9
March 1993FairGoodFairFair10018.8
January 1991FairGoodGoodSatisfactory10043.4