U.S. 183 over CREEK


+36.43354, -99.40165
36°26'01" N, 99°24'06" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. 183 over CREEK
Structure number:116150000000000
Old structure number:7704 0455 X (from 1992 edition)
Location:1.0 MI W JCT SH 34
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:49.5 ft. [15.1 m]
Deck width edge-to-edge:96.1 ft. [29.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1950
Year reconstructed:1974
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,700 [as of 2015]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:49.4 tons [44.9 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Sufficiency rating:74.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$644,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201674.5Fair6 out of 10FO18700
July 201478.7Fair6 out of 10FO18700
July 201296.2Fair6 out of 10-18700
October 201096.4Fair6 out of 10-16800
January 200896.4Fair6 out of 10-16400
June 200597.3Fair6 out of 10-18400
January 200383.8Fair6 out of 10-10190
January 200183.8Fair6 out of 10-10250
January 199994.0Fair6 out of 10-10250
October 199694.1Fair6 out of 10-9670
October 199493.5Good8 out of 10-19800
January 199393.5Good7 out of 10-19800
January 199193.5Good7 out of 10-19800