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U.S. 183 over SAND CREEK

Map

Coordinates:
+36.47285, -99.47466
36°28'22" N, 99°28'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.899899000
Deck
Reinforced Concrete Decksq. ft.7,92007,92000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.9284620
Reinforced Concrete Pier Caplinear ft.89741050
Joints
Other Jointlinear ft.176176000
Bearings
Elastomeric Bearingeach4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3612619460