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U.S. 75 over TURKEY CREEK

Map

Coordinates:
+36.74752, -95.93529
36°44'51" N, 95°56'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. 75 over TURKEY CREEK
Structure number:124060000000000
Old structure number:7408 0134 X (from 1992 edition)
Location:1.3 MI N US 60 E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:35.1 ft. [10.7 m]
Total length:106.6 ft. [32.5 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:76.4 ft. [23.3 m]
Owner:State Highway Agency [01]
Year built:1950
Year reconstructed:1970
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:3
Main spans material:Concrete [1]
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:Good
Status:Open, no restriction [A]
Average daily traffic:22,600 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,922,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodExcellentExcellentVery Good2260094.2
November 2015PoorFairPoorFair2260060.6
October 2013PoorFairPoorFair2260059.4
October 2011PoorFairSeriousFair2260040.5
November 2009PoorSatisfactoryPoorFair2200059.6
November 2007PoorSatisfactorySeriousFair2500041.9
November 2005PoorSatisfactoryPoorSatisfactory3070057.7
February 2004PoorPoorSatisfactorySatisfactory3160085.8
February 2002FairFairSatisfactorySatisfactory3063088.7
October 1999FairFairSatisfactorySatisfactory3012086.8
October 1997FairFairSatisfactorySatisfactory2976086.9
September 1995PoorFairPoorSatisfactory2150059.7
September 1993PoorPoorPoorFair2150057.4
October 1991PoorPoorPoorFair2150057.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.945945000
Deck
Reinforced Concrete Decksq. ft.7,3497,349000
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Pier Walllinear ft.7979000
Reinforced Concrete Abutmentlinear ft.154154000
Reinforced Concrete Pier Caplinear ft.154154000
Joints
Pourable Jointlinear ft.312312000
Bearings
Elastomeric Bearingeach108108000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.212212000