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LOCAL RD. 11-F.1 over TRIB. TO STRANGER CREEK

Map

Coordinates:
+39.49389, -95.38423
39°29'38" N, 95°23'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL RD. 11-F.1 over TRIB. TO STRANGER CREEK
Structure number:000031029003689
Location:1.9S 1.0E OF EFFINGHAM
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:19.7 ft. [6.0 m]
Owner:County Highway Agency [02]
Year built:1916
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Concrete [1]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Other [9]
Wearing surface:Other [9]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:15 [as of 2007]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:50.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$215,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactoryFairFair1550.5
July 2016FairSatisfactoryFairFair1550.5
April 2014FairSatisfactoryFairFair1550.5
March 2012FairSatisfactoryFairFair1550.5
May 2010FairSatisfactoryFairFair1550.5
March 2006FairSatisfactorySatisfactoryFair1553.0
March 2004FairSatisfactorySatisfactoryFair1548.5
January 2002FairSatisfactorySatisfactoryFair1548.5
May 2000FairSatisfactorySatisfactoryFair1548.5
May 1998FairSatisfactorySatisfactoryFair1548.7
July 1996FairSatisfactorySatisfactoryFair1548.5
May 1994FairSatisfactorySatisfactoryFair1548.5
September 1992FairVery GoodGoodSatisfactory1553.5
September 1990FairVery GoodGoodSatisfactory1553.5