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U.S. 183 over INDIAN CREEK

Map

Coordinates:
+36.36000, -99.29667
36°21'36" N, 99°17'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. 183 over INDIAN CREEK
Structure number:266060000000000
Location:4.3 MI SE JCT SH 34(S)
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:100.1 ft. [30.5 m]
Total length:450.8 ft. [137.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Owner:State Highway Agency [01]
Year built:2002
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:5
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: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,950 [as of 2015]
Truck traffic:25% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:91.9 tons [83.5 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:95.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,963,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201695.0GoodGoodVery GoodVery Good-1950
July 201495.0GoodGoodVery GoodVery Good-1950
July 201295.0GoodGoodVery GoodVery Good-1950
October 201095.0GoodGoodVery GoodVery Good-1850
January 200895.0GoodGoodVery GoodVery Good-1800
June 200595.0GoodGoodVery GoodGood-1600
January 200382.1GoodGoodVery GoodGood-4000