110TH ST. over CREEK


+42.01888, -90.63890
42°01'08" N, 90°38'20" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:110TH ST. over CREEK
Structure number:000000000124991
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.0 ft. [7.0 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:40 [as of 2014]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
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: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:96.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018GoodVery GoodVery GoodGood4096.7
January 2016GoodVery GoodVery GoodGood4096.7
December 2013GoodVery GoodVery GoodGood4096.7
January 2012GoodVery GoodVery GoodGood4096.7
January 2010GoodVery GoodVery GoodVery Good4099.0
January 2008GoodVery GoodVery GoodVery Good4091.1
January 2006GoodVery GoodVery GoodVery Good6091.5
January 2004GoodVery GoodVery GoodVery Good6091.5
January 2002GoodVery GoodVery GoodVery Good6091.5
January 2000GoodVery GoodVery GoodVery Good6091.5
October 1997GoodExcellentExcellentExcellent6091.5
November 1995GoodExcellentExcellentExcellent2091.5