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COUNTY HIGHWAY over M FK MAPLE CREEK

Map 

Coordinates:
+41.61190, -97.02292
41°36'43" N, 97°01'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY HIGHWAY over M FK MAPLE CREEK
Structure number:C001902025
Location:7.2S 1.1W OF HOWELLS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:County Highway Agency [02]
Year built:1994
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 [3]
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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:40 [as of 2003]
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:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:98.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201698.9GoodVery GoodVery GoodVery Good-40
October 201498.9GoodVery GoodVery GoodVery Good-40
October 201299.0GoodVery GoodVery GoodVery Good-40
October 201097.0GoodVery GoodVery GoodExcellent-40
November 200896.0GoodExcellentExcellentExcellent-40
December 200696.0GoodExcellentExcellentExcellent-40
December 200496.0GoodExcellentExcellentExcellent-40
November 200296.0GoodExcellentExcellentExcellent-40
October 200099.0GoodExcellentExcellentExcellent-40
October 199899.0GoodExcellentExcellentExcellent-40
October 199699.0GoodExcellentExcellentExcellent-40
October 199499.0GoodExcellentExcellentExcellent-40
November 199340.7FairSatisfactoryFairFair-40
November 199150.6FairSatisfactorySatisfactorySatisfactory-40