U.S. 183 over CREEK


+36.40890, -99.37468
36°24'32" N, 99°22'29" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. 183 over CREEK
Structure number:036020000000000
Old structure number:7704 0160 X (from 1992 edition)
Location:1.6 MI NW 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:34.1 ft. [10.4 m]
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1980
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,400 [as of 2015]
Truck traffic:7% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:80.6
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 201680.6Good7 out of 10-8400
July 201480.6Good7 out of 10-8400
July 201280.6Good7 out of 10-8400
October 201080.6Fair6 out of 10-8200
January 200880.6Fair6 out of 10-8000
June 200580.6Fair6 out of 10-8500
January 200380.1Good7 out of 10-11260
January 200180.1Good7 out of 10-11100
December 199878.1Good7 out of 10-11100
October 199678.2Good7 out of 10-10470
October 199478.7Good7 out of 10-7100
January 199378.7Good7 out of 10-7100
January 199178.7Good7 out of 10-7100