U.S. 75 over BRIAR CREEK


+34.49302, -96.21909
34°29'35" N, 96°13'09" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. 75 over BRIAR CREEK
Structure number:037630000000000
Old structure number:1502 0556 X (from 1992 edition)
Location:5.6 MI N ATOKA CO
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:60.0 ft. [18.3 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1949
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:3
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:4,100 [as of 2016]
Truck traffic:25% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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 minimum criteria [6]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:61.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,675,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory410061.2
September 2016FairSatisfactorySatisfactorySatisfactory410061.2
September 2014FairSatisfactorySatisfactorySatisfactory410061.2
September 2012FairSatisfactorySatisfactorySatisfactory410061.2
September 2010FairSatisfactorySatisfactoryFair400047.8
September 2008FairSatisfactorySatisfactoryFair400052.0
May 2006FairSatisfactorySatisfactoryFair400052.0
March 2004FairFairSatisfactoryFair400050.7
May 2002FairFairSatisfactoryFair392046.6
April 2000PoorFairPoorSatisfactory363029.9
February 1996FairFairFairSatisfactory330052.8
December 1993PoorFairSeriousSatisfactory330020.1
November 1991PoorFairPoorSatisfactory330037.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.7587263200
Steel Protective Coatingsq. ft.5,82105,82100
Reinforced Concrete Decksq. ft.4,2733,84642700
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.92790130
Reinforced Concrete Pier Caplinear ft.92770150
Pourable Jointlinear ft.157078790
Movable Bearingeach1801800
Fixed Bearingeach1801800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2592451400