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TOWNSHIP ROAD over MIDDLE CREEK

Map 

Coordinates:
+42.30750, -96.75991
42°18'27" N, 96°45'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TOWNSHIP ROAD over MIDDLE CREEK
Structure number:C002615825
Location:1.5W 2N OF EMERSON
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:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1990
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:Good
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2003]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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: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:40.9 tons [37.2 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:84.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201684.6GoodGoodGoodGood-20
December 201484.6GoodGoodGoodGood-20
December 201284.4GoodGoodGoodGood-20
December 201097.0GoodVery GoodVery GoodVery Good-20
October 200896.0FairFairVery GoodVery Good-20
October 200696.0FairFairExcellentExcellent-20
October 200496.0FairFairExcellentExcellent-20
November 200296.0FairFairExcellentExcellent-20
November 200097.0GoodExcellentExcellentExcellent-20
November 199897.0GoodExcellentExcellentExcellent-20
November 199697.0GoodExcellentExcellentExcellent-20
October 199497.0GoodExcellentExcellentExcellent-20
October 199297.0GoodExcellentExcellentExcellent-20
December 199197.0GoodExcellentExcellentExcellent-20