+42.27876, -96.80657
42°16'44" N, 96°48'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:C002606215
Location:.5N 3E OF WAKEFIELD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.0 ft. [7.0 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:160 [as of 2003]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:33.9 tons [30.8 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:76.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201676.6FairFairVery GoodVery Good-160
December 201476.6FairFairVery GoodVery Good-160
December 201277.2FairFairVery GoodVery Good-160
December 201096.0FairFairVery GoodVery Good-160
October 200896.0FairFairVery GoodVery Good-160
September 200689.7FairFairVery GoodVery Good-160
September 200489.7FairFairVery GoodVery Good-160
November 200289.7FairFairVery GoodVery Good-160
November 200090.7GoodExcellentVery GoodVery Good-160
November 199890.7GoodExcellentVery GoodVery Good-160
November 199690.7GoodExcellentVery GoodVery Good-160
October 199490.7GoodExcellentVery GoodVery Good-160
October 199290.7GoodExcellentVery GoodVery Good-160
December 199137.2FairGoodGoodSatisfactorySD160