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RT H E over BARNETT PRONG DRY

Map

Coordinates:
+37.63602, -91.70933
37°38'10" N, 91°42'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT H E over BARNETT PRONG DRY
Structure number:2236
Old structure number:A2587 1 (from 1992 edition)
Location:S 21 T 34 N R 7 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:54.1 ft. [16.5 m]
Total length:138.1 ft. [42.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:426 [as of 2018]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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:74.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairSatisfactoryGoodSatisfactory42674.8
December 2016FairSatisfactoryGoodSatisfactory41274.8
December 2014FairSatisfactoryGoodSatisfactory40474.8
January 2014FairGoodVery GoodSatisfactory42074.8
September 2012FairGoodVery GoodSatisfactory42274.8
November 2010FairGoodVery GoodSatisfactory45874.5
November 2008FairGoodVery GoodSatisfactory50074.4
November 2006FairGoodVery GoodSatisfactory49474.4
December 2004FairGoodVery GoodSatisfactory42274.6
October 2002FairGoodVery GoodSatisfactory43074.5
February 2002FairGoodVery GoodSatisfactory62673.2
November 2000FairGoodVery GoodSatisfactory55473.5
October 1999FairGoodVery GoodSatisfactory53873.5
January 1999FairGoodGoodSatisfactory53873.5
October 1997FairGoodGoodSatisfactory53873.5
December 1996FairGoodVery GoodSatisfactory44074.7
October 1995GoodGoodGoodVery Good44075.7
December 1994GoodGoodGoodVery Good42175.8
October 1993GoodGoodGoodVery Good41475.8
October 1992GoodGoodGoodVery Good41475.8
December 1991GoodGoodGoodVery Good42075.8