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WILL ROGERS TPI-44 over VERDIGRIS RIV &ACCESS RD

Map

Coordinates:
+36.20267, -95.70841
36°12'10" N, 95°42'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WILL ROGERS TPI-44 over VERDIGRIS RIV &ACCESS RD
Structure number:142100000000000
Location:4.0 MI NE OF T P GATE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Tolls:Yes, on toll road [2]
Length of largest span:210.0 ft. [64.0 m]
Total length:1075.2 ft. [327.7 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Vertical clearance below bridge:52.5 ft. [16.0 m]
Owner:State Toll Authority [31]
Year built:1958
Year reconstructed:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Steel continuous [4]
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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,100 [as of 2016]
Truck traffic:36% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,297,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairGoodGoodSatisfactory1310096.0
November 2015FairGoodGoodSatisfactory1310096.0
August 2013FairGoodGoodSatisfactory1310096.0
November 2011FairGoodGoodFair1365085.0
February 2010FairGoodGoodFair1255085.0
January 2008FairGoodGoodFair1255085.0
April 2006FairGoodGoodFair719085.0
March 2004FairGoodGoodFair719085.0
January 2002FairGoodSatisfactoryFair719084.2
December 1999FairSatisfactoryVery GoodGood719095.3
March 1996GoodGoodVery GoodGood675095.4
March 1994GoodVery GoodVery GoodVery Good710095.5
April 1992GoodVery GoodVery GoodVery Good637063.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,3014,10120000
Steel Protective Coatingsq. ft.64,28564,285000
Deck
Reinforced Concrete Decksq. ft.39,859039,85900
Substructure
Reinforced Concrete Columneach87010
Reinforced Concrete Abutmentlinear ft.7567800
Reinforced Concrete Pier Caplinear ft.29522137370
Joints
Pourable Jointlinear ft.2041356900
Bearings
Elastomeric Bearingeach4848000
Movable Bearingeach3232000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,1522,152000