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200TH ST over W.BRANCH FLOYD RIVER

Map

Coordinates:
+42.76434, -96.23494
42°45'52" N, 96°14'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:200TH ST over W.BRANCH FLOYD RIVER
Structure number:000000000275040
Location:092462603
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:80.1 ft. [24.4 m]
Total length:163.1 ft. [49.7 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:70 [as of 2011]
Truck traffic:27% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:48.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairFairSatisfactory7048.0
May 2017FairFairFairSatisfactory7048.0
May 2016FairFairFairSatisfactory7048.0
May 2015FairFairFairSatisfactory7048.0
April 2014FairFairFairSatisfactory7048.0
April 2013FairFairFairSatisfactory7048.0
April 2012FairFairFairSatisfactory7033.0
April 2011FairFairFairSatisfactory7033.0
April 2010FairFairFairSatisfactory4533.0
April 2009FairFairFairSatisfactory4533.0
April 2008FairFairFairSatisfactory4533.0
August 2007FairSatisfactoryFairSatisfactory4534.0
April 2006FairSatisfactoryFairSatisfactory4534.0
September 2005FairSatisfactoryFairSatisfactory4534.0
November 2004FairSatisfactoryFairSatisfactory4534.0
November 2002FairSatisfactoryFairSatisfactory4534.0
March 2002FairSatisfactoryFairSatisfactory4534.0
May 2000FairSatisfactoryFairSatisfactory4534.0
June 1999FairSatisfactoryFairSatisfactory4534.0
May 1998FairSatisfactoryFairSatisfactory4534.0
April 1997FairSatisfactoryFairSatisfactory4534.0
November 1995FairSatisfactoryFairSatisfactory4534.0
October 1994FairSatisfactoryFairSatisfactory6034.0
December 1992FairSatisfactoryFairSatisfactory6034.0
September 1990FairSatisfactorySatisfactorySatisfactory6047.4