E0500 (96 ST. N) over BIRD CREEK


+36.29305, -95.96739
36°17'35" N, 95°58'03" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E0500 (96 ST. N) over BIRD CREEK
Structure number:050390000000000
Location:96TH N. .3E OF PEORIA AVE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:148.0 ft. [45.1 m]
Total length:302.5 ft. [92.2 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.7 ft. [6.6 m]
Vertical clearance above deck:22.0 ft. [6.7 m]
Owner:County Highway Agency [02]
Year built:1936
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,413 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Fair [5 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 replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:38.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$894,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairFairFairFair141338.6
July 2015PoorFairSeriousSerious14132.0
July 2014PoorFairPoorSerious14139.1
July 2013PoorFairFairSerious14139.1
August 2011PoorFairFairPoor141333.8
January 2010FairFairFairFair141347.0
February 2009FairFairFairSatisfactory141347.0
July 2007FairFairFairFair141346.0
May 2006FairFairFairFair141342.3
May 2005FairFairFairFair141342.3
August 2004FairFairFairFair141342.3
September 2003FairFairSatisfactoryGood141344.9
August 2002FairFairSatisfactoryGood141344.9
August 2001FairFairSatisfactoryGood141344.9
April 2000FairFairSatisfactoryGood141344.9
April 1999FairFairFairSatisfactory141349.2
March 1997FairFairFairSatisfactory141349.2
February 1995FairSatisfactoryFairSatisfactory141350.3
May 1994FairSatisfactoryFairSatisfactory141351.3
February 1993FairSatisfactoryFairSatisfactory141351.3
February 1992FairSatisfactoryFairSatisfactory141359.6