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HarrisnMain Street over DRY JORDAN CREEK

Map

Coordinates:
+36.24891, -93.11878
36°14'56" N, 93°07'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HarrisnMain Street over DRY JORDAN CREEK
Structure number:0000000000A0333
Location:0.5 MI S Jct US65
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:35.1 ft. [10.7 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1928
Year reconstructed:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,000 [as of 2008]
Truck traffic:1% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:70.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$747,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodSatisfactorySatisfactory1500070.2
August 2015FairGoodSatisfactorySatisfactory1500070.2
August 2013FairGoodGoodSatisfactory1500070.2
August 2011FairGoodGoodSatisfactory1500070.2
August 2009FairGoodGoodSatisfactory1500070.2
September 2007FairGoodGoodSatisfactory1510070.2
September 2005FairGoodGoodSatisfactory1560063.8
September 2003FairGoodGoodSatisfactory1500063.6
September 2001FairGoodGoodSatisfactory1500063.6
September 1999FairGoodGoodSatisfactory1500063.6
September 1997GoodGoodGoodGood1537063.5
September 1996GoodGoodGoodGood1537063.5
August 1995GoodGoodGoodGood1537063.3
August 1993GoodGoodGoodGood1537063.3
August 1991GoodGoodGoodGood1157164.2