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CUMBERLAND RD over SNI-A-BAR CR

Map

Coordinates:
+38.94578, -94.08966
38°56'45" N, 94°05'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CUMBERLAND RD over SNI-A-BAR CR
Structure number:24228
Old structure number:466R010 054 (from 1992 edition)
Location:S 23 T 48 N R 29 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:53.2 ft. [16.2 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Owner:County Highway Agency [02]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span 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:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:91.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood5091.0
November 2015GoodGoodGoodGood5091.0
November 2013GoodGoodVery GoodGood5094.0
November 2011GoodGoodVery GoodGood5094.0
November 2010GoodVery GoodVery GoodGood5094.0
December 2007GoodVery GoodVery GoodGood5094.0
March 2006GoodVery GoodVery GoodGood5094.0
October 2004GoodVery GoodVery GoodGood5094.0
January 2003GoodVery GoodVery GoodGood5094.0
March 2000GoodVery GoodVery GoodGood5094.0
October 1998GoodExcellentVery GoodGood5094.0
March 1990GoodExcellentVery GoodExcellent5090.0