+42.67131, -99.76620
42°40'17" N, 99°45'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US183 over BONE CREEK
Structure number:S183 20252
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:165.0 ft. [50.3 m]
Total length:167.0 ft. [50.9 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:495 [as of 2012]
Truck traffic:16% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:72.8 tons [66.2 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:98.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201598.4Not deficientVery GoodExcellentExcellent495
March 201399.9Not deficientVery GoodExcellentExcellent495
March 201199.9Not deficientVery GoodExcellentExcellent520
March 200999.9Not deficientVery GoodExcellentExcellent520
March 200799.9Not deficientVery GoodExcellentExcellent535
March 200599.9Not deficientExcellentExcellentExcellent310
July 200399.9Not deficientExcellentExcellentExcellent355
April 200199.9Not deficientExcellentExcellentExcellent450
July 199955.2Not deficientSatisfactoryFairFair505
July 199758.3Not deficientGoodFairFair465
July 199556.8Not deficientGoodFairFair700
June 199356.8Not deficientVery GoodFairFair750
July 199164.5Not deficientVery GoodFairFair680