+39.98433, -95.26448
39°59'04" N, 95°15'52" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY RD 290 over SQUAW CR
Structure number:22592
Old structure number:363R019 044 (from 1992 edition)
Location:S 27 T 60 N R 39 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:80.1 ft. [24.4 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1930
Year reconstructed:1981
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
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:Poor
Status:Posted for load [P]
Average daily traffic:15 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:47.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$579,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017PoorSatisfactoryPoorGood1547.1
March 2016FairGoodFairGood1557.1
February 2014FairVery GoodFairVery Good1557.1
February 2012GoodVery GoodGoodVery Good1567.1
February 2010GoodVery GoodGoodVery Good1567.1
January 2008GoodVery GoodGoodVery Good1567.1
January 2006GoodVery GoodGoodVery Good1567.1
January 2004GoodVery GoodGoodVery Good1567.1
December 2001GoodVery GoodVery GoodVery Good1567.1
January 2000GoodVery GoodVery GoodVery Good1567.1
February 1998GoodVery GoodVery GoodVery Good1567.1
February 1990GoodVery GoodGoodExcellent4064.1