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566 AVE over BOW CREEK

Map

Coordinates:
+42.63167, -97.21167
42°37'54" N, 97°12'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:566 AVE over BOW CREEK
Structure number:C001422935
Location:2.5NE OF HARTINGTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:100.1 ft. [30.5 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1935
Year reconstructed:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Other [9]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:50 [as of 2003]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:42.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactoryFairSatisfactory5042.5
September 2015FairSatisfactoryFairSatisfactory5042.5
September 2013FairSatisfactoryFairSatisfactory5042.5
December 2011FairSatisfactoryGoodGood5044.6
December 2009FairSatisfactoryGoodGood5044.6
November 2007FairSatisfactoryGoodGood5044.6
October 2006GoodGoodGoodGood5076.4
September 2005GoodGoodGoodGood5076.4
October 2004GoodGoodGoodGood5076.4
October 2003GoodGoodGoodGood5076.4
September 2002GoodGoodGoodGood5076.4
October 2001GoodGoodGoodGood5076.4
September 2000GoodGoodGoodGood5076.4
September 1999GoodGoodGoodGood5076.4
August 1998GoodGoodGoodGood5076.4
September 1997GoodGoodGoodGood5076.4
October 1996GoodGoodGoodGood5076.4
September 1995GoodGoodGoodGood5076.4
September 1993GoodGoodGoodGood5076.4
September 1991GoodGoodGoodGood5085.8