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SANKE RD over WHITTENBURG CR

Map

Coordinates:
+37.97801, -91.34379
37°58'41" N, 91°20'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SANKE RD over WHITTENBURG CR
Structure number:16087
Old structure number:10900141 028 (from 1992 edition)
Location:S 27 T 38 N R 4 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:12.1 ft. [3.7 m]
Deck width edge-to-edge:12.1 ft. [3.7 m]
Skew angle:39°
Owner:County Highway Agency [02]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [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:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:21.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$206,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairGoodGoodFair10021.7
February 2015GoodGoodGoodGood10031.2
January 2013GoodGoodVery GoodGood10031.2
January 2011GoodGoodVery GoodGood10031.2
February 2009GoodGoodVery GoodGood10031.2
January 2007GoodGoodVery GoodGood10031.2
August 2005GoodGoodVery GoodGood10031.2
April 2003GoodGoodVery GoodGood10031.2
November 2000GoodGoodVery GoodGood10031.2
July 1999GoodGoodVery GoodGood10031.2