US 59 S over SQUAW CR


+40.15592, -95.26430
40°09'21" N, 95°15'51" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 59 S over SQUAW CR
Structure number:2221
Old structure number:A25672 1 (from 1992 edition)
Location:S 26 T 62 N R 39 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:116.1 ft. [35.4 m]
Total length:263.1 ft. [80.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel continuous [4]
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:674 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:73.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodVery GoodVery GoodVery Good67473.2
November 2015GoodVery GoodVery GoodVery Good66273.2
November 2013PoorSeriousVery GoodVery Good62777.8
November 2012PoorSeriousVery GoodVery Good62077.8
November 2011PoorSeriousVery GoodVery Good51778.0
November 2010PoorSeriousVery GoodVery Good55078.0
December 2009PoorPoorVery GoodVery Good56180.0
December 2008FairFairVery GoodVery Good56182.1
January 2007FairFairVery GoodVery Good63681.9
October 2004FairSatisfactoryVery GoodVery Good67082.9
January 2003GoodGoodVery GoodVery Good76876.6
October 2001GoodGoodVery GoodVery Good77276.6
November 1999GoodGoodVery GoodVery Good73782.7
November 1998GoodGoodVery GoodVery Good73782.7
November 1997GoodGoodVery GoodVery Good73782.7
December 1996GoodGoodVery GoodVery Good69082.8
December 1995GoodGoodGoodVery Good69083.8
December 1994GoodGoodGoodVery Good66071.1
January 1992GoodGoodGoodVery Good58968.0