RS 1082 J19-E6 over TURKEY CREEK


+38.87157, -97.19454
38°52'18" N, 97°11'40" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RS 1082 J19-E6 over TURKEY CREEK
Structure number:000000000210750
Location:1060 1900 Ave
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:137.5 ft. [41.9 m]
Total length:143.7 ft. [43.8 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Vertical clearance above deck:12.1 ft. [3.7 m]
Owner:County Highway Agency [02]
Year built:1930
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
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:140 [as of 2011]
Truck traffic:11% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:18.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$600,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairFairSatisfactoryFair14018.6
February 2015FairFairSatisfactoryFair14039.2
March 2013FairFairSatisfactorySatisfactory7555.2
June 2011FairFairSatisfactorySatisfactory7555.2
April 2009FairFairSatisfactorySatisfactory7551.2
March 2007FairSatisfactorySatisfactorySatisfactory7557.2
April 2005FairSatisfactorySatisfactorySatisfactory7557.2
May 2003FairSatisfactorySatisfactorySatisfactory7557.2
March 2001FairSatisfactorySatisfactorySatisfactory7557.2
January 1999FairSatisfactorySatisfactorySatisfactory7556.4
January 1997FairSatisfactorySatisfactorySatisfactory7556.2
January 1995FairSatisfactorySatisfactorySatisfactory7556.2
July 1992FairSatisfactorySatisfactorySatisfactory7556.2
October 1990FairSatisfactorySatisfactorySatisfactory7556.2