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365 AVE FAS 6115 over BR SMITH CK

Map

Coordinates:
+43.90411, -98.88762
43°54'15" N, 98°53'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:365 AVE FAS 6115 over BR SMITH CK
Structure number:000000008290022
Location:3.5E & 10.8N KIMBALL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:80.1 ft. [24.4 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:3
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:Better than present minimum criteria [7]
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:87.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactorySatisfactory1587.8
August 2016FairSatisfactorySatisfactorySatisfactory1587.8
September 2014FairSatisfactorySatisfactorySatisfactory1581.8
September 2012FairFairFairSatisfactory1579.8
September 2010FairFairFairSatisfactory1579.8
September 2008FairFairFairSatisfactory1579.8
July 2006FairFairFairSatisfactory1579.8
August 2004FairFairFairSatisfactory1579.8
July 2002FairFairFairSatisfactory1579.8
June 2000FairFairFairGood1579.8
July 1998FairFairFairGood1579.8
July 1996GoodGoodVery GoodGood1591.0
August 1994GoodGoodVery GoodGood1591.8
August 1992GoodGoodVery GoodVery Good1597.0
July 1990GoodGoodVery GoodVery Good1588.2