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U.S. 183 over SAND CREEK

Map

Coordinates:
+36.47285, -99.47466
36°28'22" N, 99°28'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:U.S. 183 over SAND CREEK
Structure number:210910000000000
Old structure number:7704 0951 X (from 1992 edition)
Location:6.2 MI E JCT SH 34
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:60.0 ft. [18.3 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1985
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:Prestressed concrete [5]
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: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,600 [as of 2015]
Truck traffic:25% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:71.1 tons [64.6 metric tons]
Inventory rating:43.2 tons [39.3 metric tons]
Sufficiency rating:84.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,950,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201684.9FairSatisfactoryVery GoodGood-4600
October 201484.9GoodGoodVery GoodGood-4600
August 201284.9GoodGoodVery GoodGood-4600
October 201084.2GoodGoodVery GoodGood-4200
January 200882.9GoodGoodVery GoodGood-4600
June 200581.8FairFairVery GoodGood-4700
January 200383.0FairFairVery GoodGood-4210
January 200186.8FairFairVery GoodGood-3060
January 199986.8FairFairExcellentGood-3060
November 199685.3GoodGoodExcellentGood-3860
October 199484.8FairSatisfactoryVery GoodGood-4100
January 199384.9GoodGoodGoodGood-4000
January 199184.9GoodGoodGoodGood-4000