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U.S. 183 over CREEK

Map

Coordinates:
+34.80070, -98.97946
34°48'03" N, 98°58'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. 183 over CREEK
Structure number:184500000000000
Location:11.3 MI N U.S. 62 BUS.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:14.1 ft. [4.3 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1973
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,300 [as of 2016]
Truck traffic:25% of total traffic
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:Better than present minimum criteria [7]
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]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$644,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Good7 out of 10130096.9
May 2015Good7 out of 10130096.9
April 2013Good7 out of 10130096.9
May 2011Good7 out of 10130096.9
May 2009Good7 out of 10130096.9
May 2007Good7 out of 10350091.8
March 2005Good7 out of 10120097.1
April 2003Good7 out of 10130093.9
June 2001Good7 out of 10112094.3
February 1999Fair5 out of 10112082.9
May 1997Fair5 out of 10128082.5
March 1995Fair6 out of 10140093.7
March 1993Fair6 out of 10140093.7
February 1991Fair6 out of 10120094.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.2762433300