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COUNTY ROAD 18 over E FK MAPLE CREEK

Map

Coordinates:
+41.56711, -96.92519
41°34'02" N, 96°55'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROAD 18 over E FK MAPLE CREEK
Structure number:C001903515
Location:.2W 6.9N OF ROGER
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:76.1 ft. [23.2 m]
Total length:182.1 ft. [55.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:75 [as of 1998]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodVery GoodExcellentVery Good7599.9
November 2015GoodExcellentExcellentExcellent7599.9
November 2013GoodExcellentExcellentExcellent7599.9
October 2011----7517.7
December 2009PoorFairPoorFair7521.9
October 2008PoorFairPoorFair7521.9
April 2007PoorFairPoorFair7521.9
December 2004FairFairFairFair7528.0
December 2002FairFairFairFair7528.0
November 2000FairFairFairFair7528.0
November 1999FairFairFairFair7528.0
October 1997FairFairSatisfactorySatisfactory7546.3
November 1995FairSatisfactorySatisfactorySatisfactory7547.3
November 1993FairGoodSatisfactorySatisfactory7547.3
November 1991FairGoodSatisfactorySatisfactory7546.4