E1190 (SE 179TH) over ELM CREEK


+35.29071, -97.34892
35°17'27" N, 97°20'56" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E1190 (SE 179TH) over ELM CREEK
Structure number:228330000000000
Location:0.3E OF POST RD.
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:100.1 ft. [30.5 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:250 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$508,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactoryVery GoodSatisfactory25099.9
April 2015FairSatisfactoryVery GoodSatisfactory25099.9
May 2013FairSatisfactoryVery GoodSatisfactory25099.9
August 2011FairSatisfactoryVery GoodSatisfactory25099.9
October 2009FairSatisfactoryVery GoodSatisfactory25099.9
July 2007FairSatisfactoryVery GoodFair25088.9
September 2005FairSatisfactoryVery GoodFair25088.9
August 2003FairSatisfactoryVery GoodFair25088.9
August 2001FairSatisfactoryVery GoodFair25088.9
September 1999FairSatisfactoryExcellentSatisfactory25099.9
October 1995FairFairVery GoodGood25098.9
October 1993GoodVery GoodVery GoodVery Good25099.9
October 1991GoodGoodGoodGood25096.9