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RT E S over SKULL LICK CR

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+39.21848, -92.01029
39°13'07" N, 92°00'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT E S over SKULL LICK CR
Structure number:8920
Old structure number:S 962 1 (from 1992 edition)
Location:S 10 T 51 N R 10 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:41.0 ft. [12.5 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Owner:State Highway Agency [01]
Year built:1933
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:764 [as of 2013]
Truck traffic:11% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:24.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$631,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2014PoorSeriousPoorSatisfactory76424.8
October 2013PoorSeriousPoorSatisfactory56626.7
October 2012PoorSeriousPoorPoor57826.6
October 2011PoorSeriousPoorSatisfactory57826.6
September 2010PoorPoorFairSatisfactory70435.3
October 2009PoorPoorFairSatisfactory72635.1
January 2009FairFairSatisfactorySatisfactory72648.6
December 2006FairFairSatisfactorySatisfactory70248.7
December 2004FairSatisfactorySatisfactorySatisfactory64047.1
November 2003PoorSatisfactorySatisfactoryPoor64432.3
December 2002FairSatisfactorySatisfactorySatisfactory61447.2
December 2001FairSatisfactorySatisfactorySatisfactory61847.2
October 2000FairSatisfactorySatisfactorySatisfactory92031.7
December 1999FairSatisfactorySatisfactorySatisfactory89331.8
January 1999FairSatisfactorySatisfactorySatisfactory89331.8
November 1997FairSatisfactorySatisfactorySatisfactory89331.8
November 1996FairSatisfactorySatisfactorySatisfactory72533.0
October 1995FairSatisfactorySatisfactorySatisfactory72533.0
November 1994FairSatisfactorySatisfactorySatisfactory69333.2
January 1994FairSatisfactorySatisfactoryFair64820.1
November 1992PoorSatisfactorySatisfactoryPoor6487.3
November 1991FairGoodGoodSatisfactory61133.8