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CR 36 Izard County over NASTY CREEK

Map

Coordinates:
+36.16645, -92.03508
36°09'59" N, 92°02'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 36 Izard County over NASTY CREEK
Structure number:000000000018029
Location:.9 MI N SH 56
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:16.1 ft. [4.9 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.7 ft. [6.6 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1939
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:4
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: December 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:140 [as of 1987]
Truck traffic:1% 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:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:24.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$65,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairFairFairFair14024.3
December 2016FairFairFairFair14024.3
December 2015FairFairSatisfactoryFair14024.3
December 2014FairFairSatisfactoryFair14024.3
December 2013FairFairSatisfactoryFair14024.3
December 2012FairFairSatisfactoryFair14024.3
November 2011FairFairSatisfactoryFair14024.3
December 2010FairFairSatisfactorySatisfactory14024.3
December 2009FairFairSatisfactorySatisfactory14024.3
December 2008FairFairSatisfactorySatisfactory14024.3
November 2007FairFairSatisfactorySatisfactory14024.3
December 2006FairFairSatisfactorySatisfactory14024.3
December 2005FairFairSatisfactorySatisfactory14024.3
December 2004FairFairSatisfactorySatisfactory14024.3
October 2003FairFairSatisfactorySatisfactory14024.3
November 2002FairFairSatisfactorySatisfactory14024.3
October 2001FairFairSatisfactorySatisfactory14024.3
December 2000FairFairSatisfactorySatisfactory14024.3
November 1999FairFairSatisfactorySatisfactory14024.3
November 1998FairFairSatisfactorySatisfactory14024.3
November 1997FairFairSatisfactorySatisfactory14024.3
November 1996FairFairSatisfactorySatisfactory14024.3
October 1995FairFairSatisfactorySatisfactory14023.0
November 1994FairFairSatisfactorySatisfactory14023.0
October 1993FairFairSatisfactorySatisfactory14023.0
October 1992FairFairSatisfactorySatisfactory14023.0
October 1991FairFairSatisfactorySatisfactory14023.0