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US 70 SEC. 01-0.82 over CANE CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 70 SEC. 01-0.82 over CANE CREEK
Structure number:000000000002461
Location:.82 MI E OF OKLAHOMA LINE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:35.1 ft. [10.7 m]
Total length:177.2 ft. [54.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:State Highway Agency [01]
Year built:1947
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Steel [3]
Main spans 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: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,700 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
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:55.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$722,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairFairFairSatisfactory370055.9
October 2016FairFairFairSatisfactory330057.3
October 2014FairFairFairSatisfactory330057.3
November 2012FairFairFairSatisfactory310045.8
November 2010FairFairFairSatisfactory310045.8
November 2008FairFairFairSatisfactory310045.8
November 2006FairFairFairSatisfactory340044.5
December 2004FairFairFairSatisfactory290046.6
October 2002FairFairFairSatisfactory300045.8
August 2000FairFairFairSatisfactory310045.3
March 1998FairFairFairSatisfactory310052.2
April 1996FairFairFairSatisfactory129055.2
March 1994FairFairFairSatisfactory129055.1
January 1992FairFairFairSatisfactory288759.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.7006750250
Deck
Reinforced Concrete Decksq. ft.5,5754,95062500
Substructure
Reinforced Concrete Columneach63030
Reinforced Concrete Pier Walllinear ft.7676000
Reinforced Concrete Abutmentlinear ft.7268040
Reinforced Concrete Pier Caplinear ft.1721620100
Bearings
Movable Bearingeach2002000
Fixed Bearingeach2002000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.354354000