3138C over CREEK


+35.17681, -95.05067
35°10'37" N, 95°03'02" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:3138C over CREEK
Structure number:235310000000000
Location:3.5S, 4.5E OF STIGLER
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:83.0 ft. [25.3 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1992
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: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$463,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017GoodGoodGoodVery Good10099.4
January 2015GoodGoodGoodVery Good10099.4
January 2013GoodVery GoodVery GoodVery Good10095.0
February 2011GoodVery GoodVery GoodVery Good10095.0
March 2009GoodVery GoodVery GoodVery Good10094.9
March 2007FairFairFairFair10082.9
April 2005GoodGoodVery GoodGood10094.9
March 2003GoodGoodVery GoodGood10094.9
March 2001GoodGoodVery GoodGood10094.9
January 1999GoodGoodVery GoodGood10099.9
February 1997GoodGoodExcellentGood10096.9
November 1993GoodVery GoodVery GoodVery Good10096.9