US 70 SEC. 01-2.99 over MUD CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 70 SEC. 01-2.99 over MUD CREEK
Structure number:000000000002462
Location:2.99 MI E OKLAHOMA ST LIN
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:29.9 ft. [9.1 m]
Total length:212.0 ft. [64.6 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:7
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: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,500 [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 desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:53.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$796,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairFairFairSatisfactory350053.6
June 2015FairSatisfactoryFairSatisfactory330054.6
June 2014FairSatisfactoryFairSatisfactory330054.6
June 2013FairSatisfactoryFairSatisfactory280054.6
November 2011FairSatisfactoryFairGood280045.2
November 2009FairSatisfactoryFairGood280045.2
November 2008FairSatisfactoryFairGood300045.2
November 2006FairSatisfactoryFairGood330045.2
February 2006FairSatisfactoryFairGood290045.2
January 2004FairSatisfactoryFairGood300047.9
February 2002FairSatisfactoryFairGood310055.2
February 2000FairSatisfactoryFairGood310055.2
December 1997FairSatisfactoryFairGood310053.2
January 1997FairSatisfactoryFairGood132556.2
October 1994FairSatisfactoryFairGood132566.4
July 1992FairSatisfactoryFairGood132566.4
May 1990FairSatisfactoryFairGood288763.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.8440809530
Reinforced Concrete Decksq. ft.6,6781,0635,61500
Reinforced Concrete Columneach2402400
Reinforced Concrete Abutmentlinear ft.7370300
Reinforced Concrete Pier Caplinear ft.153015300
Movable Bearingeach2402400
Fixed Bearingeach2402220
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4250400250