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COUNTY HIGHWAY over M FK MAPLE CREEK

Map 

Coordinates:
+41.69942, -97.20217
41°41'58" N, 97°12'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY HIGHWAY over M FK MAPLE CREEK
Structure number:C001900815
Location:1.7E OF LEIGH
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:48.9 ft. [14.9 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:County Highway Agency [02]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [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: September 2014 

Status:Posted for load [P]
Average daily traffic:75 [as of 2003]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:29.9 tons [27.2 metric tons]
Inventory rating:17.9 tons [16.3 metric tons]
Sufficiency rating:74.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201474.8Not deficientSatisfactorySatisfactorySatisfactory75
September 201263.8Not deficientFairFairFair75
September 201063.8Not deficientFairFairFair75
November 200863.8Not deficientSatisfactoryFairFair75
December 200653.3Not deficientSatisfactoryFairSatisfactory75
December 200452.3Not deficientFairFairSatisfactory75
December 200252.3Not deficientFairFairSatisfactory75
October 200062.3Not deficientFairGoodGood75
October 199862.3Not deficientFairVery GoodVery Good75
November 199662.3Not deficientFairVery GoodVery Good75
October 199462.3Not deficientFairVery GoodVery Good75
November 199262.3Not deficientFairVery GoodVery Good75
November 199063.3Not deficientFairVery GoodVery Good75