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365 AVENUE over SMITH CK

Map

Coordinates:
+43.92088, -98.88764
43°55'15" N, 98°53'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:365 AVENUE over SMITH CK
Structure number:000000008290009
Location:3.5E & 12.1N KIMBALL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:County Highway Agency [02]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:87.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactorySatisfactory1587.9
August 2016FairSatisfactorySatisfactoryFair1576.9
September 2014FairSatisfactorySatisfactoryFair1571.8
September 2012FairSatisfactorySatisfactoryFair1580.1
September 2010FairSatisfactorySatisfactoryFair1580.1
September 2008FairSatisfactorySatisfactoryFair1580.1
July 2006FairSatisfactorySatisfactoryFair1580.1
August 2004FairSatisfactorySatisfactorySatisfactory1591.1
July 2002FairSatisfactorySatisfactorySatisfactory1591.1
June 2000FairFairSatisfactoryGood1590.1
July 1998FairSatisfactorySatisfactoryGood1591.1
July 1996GoodGoodGoodGood1591.0
August 1994GoodGoodGoodGood1590.7
August 1992GoodGoodGoodGood1588.2
July 1990GoodGoodGoodGood1586.8