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US183 over BONE CREEK

Map 

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

Facts 

Name:US183 over BONE CREEK
Structure number:S183 20252
Location:11S SPRINGVIEW
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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201598.4GoodVery GoodExcellentExcellent-495
March 201399.9GoodVery GoodExcellentExcellent-495
March 201199.9GoodVery GoodExcellentExcellent-520
March 200999.9GoodVery GoodExcellentExcellent-520
March 200799.9GoodVery GoodExcellentExcellent-535
March 200599.9GoodExcellentExcellentExcellent-310
July 200399.9GoodExcellentExcellentExcellent-355
April 200199.9GoodExcellentExcellentExcellent-450
July 199955.2FairSatisfactoryFairFair-505
July 199758.3FairGoodFairFair-465
July 199556.8FairGoodFairFair-700
June 199356.8FairVery GoodFairFair-750
July 199164.5FairVery GoodFairFair-680