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RT B S over HICKORY CR

Map

Coordinates:
+40.07755, -95.07882
40°04'39" N, 95°04'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT B S over HICKORY CR
Structure number:5962
Old structure number:K 841 1 (from 1992 edition)
Location:S 21 T 61 N R 37 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:39.0 ft. [11.9 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1939
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel [3]
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: November 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:128 [as of 2016]
Truck traffic:9% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 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]
Estimated cost of work:$566,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017PoorSeriousSatisfactoryPoor12842.5
November 2015PoorSeriousSatisfactoryFair10255.8
November 2013PoorSeriousSatisfactorySatisfactory10265.8
November 2012PoorPoorSatisfactorySatisfactory10073.3
November 2011PoorPoorSatisfactorySatisfactory10267.8
November 2010PoorPoorSatisfactorySatisfactory14267.5
November 2009PoorPoorSatisfactorySatisfactory14067.5
December 2008PoorPoorSatisfactorySatisfactory10267.6
November 2007PoorPoorSatisfactorySatisfactory10467.6
January 2007FairSatisfactorySatisfactorySatisfactory10470.6
October 2005FairSatisfactorySatisfactorySatisfactory14270.5
October 2004FairSatisfactorySatisfactorySatisfactory14470.5
October 2003FairSatisfactorySatisfactorySatisfactory14470.5
December 2002FairSatisfactorySatisfactorySatisfactory21470.4
October 2001FairSatisfactorySatisfactorySatisfactory21670.4
November 1999FairSatisfactorySatisfactorySatisfactory20770.6
November 1998FairSatisfactorySatisfactorySatisfactory20770.6
November 1997FairSatisfactorySatisfactorySatisfactory20770.6
October 1996FairSatisfactorySatisfactorySatisfactory14570.7
January 1996FairSatisfactorySatisfactorySatisfactory14570.2
November 1994FairSatisfactorySatisfactorySatisfactory13970.3
December 1993FairSatisfactorySatisfactorySatisfactory11870.3
October 1992FairSatisfactorySatisfactorySatisfactory11870.3
January 1992FairSatisfactorySatisfactorySatisfactory11170.3