+47.29130, -96.43629
47°17'29" N, 96°26'11" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:54520
Location:0.4 MI S OF JCT TH 200
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:58.1 ft. [17.7 m]
Total length:152.6 ft. [46.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Owner:County Highway Agency [02]
Year built:1976
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:Steel continuous [4]
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: October 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:345 [as of 2008]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 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: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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:59.3 tons [53.9 metric tons]
Inventory rating:35.5 tons [32.3 metric tons]
Sufficiency rating:99.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201599.8GoodVery GoodVery GoodVery Good-345
November 201399.8GoodVery GoodVery GoodVery Good-345
January 201396.9GoodVery GoodVery GoodVery Good-345
November 201196.9GoodVery GoodVery GoodVery Good-345
December 201096.9GoodVery GoodVery GoodVery Good-345
November 200996.9GoodVery GoodVery GoodVery Good-345
January 200996.9GoodVery GoodVery GoodVery Good-300
November 200698.9GoodVery GoodVery GoodVery Good-300
November 200598.9GoodVery GoodVery GoodVery Good-300
October 200398.9GoodVery GoodVery GoodVery Good-350
July 200298.9GoodVery GoodVery GoodVery Good-350
November 200198.9GoodVery GoodVery GoodVery Good-350
November 200097.7GoodVery GoodVery GoodVery Good-350
September 199997.7GoodVery GoodVery GoodVery Good-350
May 199795.6GoodVery GoodVery GoodVery Good-350
November 199695.6GoodVery GoodVery GoodVery Good-350
December 199595.6GoodVery GoodVery GoodVery Good-300
October 199495.6GoodVery GoodVery GoodVery Good-300
October 199395.6GoodVery GoodVery GoodVery Good-300
September 199295.7GoodVery GoodVery GoodVery Good-170
October 199195.7GoodVery GoodVery GoodVery Good-170