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RIVERSIDE AVENUE over LATAH CREEK

Map

Coordinates:
+47.65464, -117.45411
47°39'17" N, 117°27'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIVERSIDE AVENUE over LATAH CREEK
Structure number:085426000000000
Location:2.0 W OF SR 395
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:109.9 ft. [33.5 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1920
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,290 [as of 2017]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:93.4
Recommended work:Replacement of bridge or other structure because of relocation of road. [32]
Estimated cost of work:$3,648,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Good7 out of 10229093.4
May 2015Good7 out of 10220093.5
June 2013Good7 out of 10235993.4
June 2011Good7 out of 10220093.5
June 2009FairN out of 10170094.6
June 2007FairN out of 10170094.6
September 2005FairN out of 10170094.6
June 2003FairN out of 10180094.6
October 2001FairN out of 10180095.6
December 1999FairN out of 10180095.6
May 1997GoodN out of 10140097.8
September 1995GoodN out of 10170095.7
September 1993GoodN out of 10170085.6
July 1989GoodN out of 10165084.6