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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 

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. ratingEvaluationDeckSuper.Sub.ADT
November 201591.4Not deficientVery GoodVery GoodExcellent50
August 201491.4Not deficientVery GoodVery GoodExcellent50
September 201327.2Structurally deficientGoodFairSerious50
March 201226.5Structurally deficientVery GoodFairPoor50
October 201124.2Structurally deficientSatisfactoryFairSerious50
October 200923.2Structurally deficientFairFairSerious50
April 200723.2Structurally deficientFairFairSerious50
December 200425.2Structurally deficientFairFairPoor50
November 200225.2Structurally deficientFairFairPoor50
October 200037.6Not deficientFairFairFair50
October 199847.6Not deficientFairSatisfactorySatisfactory50
October 199647.6Not deficientFairSatisfactorySatisfactory50
October 199448.1Not deficientFairSatisfactorySatisfactory50
October 199247.1Not deficientFairSatisfactorySatisfactory50
November 199048.1Not deficientFairGoodGood50