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COUNTY HIGHWAY 9 over M FK MAPLE CREEK

Map 

Coordinates:
+41.70984, -97.09806
41°42'35" N, 97°05'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY HIGHWAY 9 over M FK MAPLE CREEK
Structure number:C001901765
Location:.5S 1E OF CLARKSON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:31.2 ft. [9.5 m]
Total length:93.2 ft. [28.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:County Highway Agency [02]
Year built:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2003]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
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:32.9 tons [29.9 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:91.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201591.4GoodVery GoodVery GoodExcellent-50
August 201491.4GoodVery GoodVery GoodExcellent-50
September 201327.2PoorGoodFairSeriousSD50
March 201226.5PoorVery GoodFairPoorSD50
October 201124.2PoorSatisfactoryFairSeriousSD50
October 200923.2PoorFairFairSeriousSD50
April 200723.2PoorFairFairSeriousSD50
December 200425.2PoorFairFairPoorSD50
November 200225.2PoorFairFairPoorSD50
October 200037.6FairFairFairFair-50
October 199847.6FairFairSatisfactorySatisfactory-50
October 199647.6FairFairSatisfactorySatisfactory-50
October 199448.1FairFairSatisfactorySatisfactory-50
October 199247.1FairFairSatisfactorySatisfactory-50
November 199048.1FairFairGoodGood-50