+42.30600, -96.49681
42°18'22" N, 96°29'49" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COLL 7881 over WIGLE CREEK
Structure number:C002202510P
Location:.7S OF HOMER
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:109.9 ft. [33.5 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:375 [as of 1998]
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:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodVery GoodVery GoodVery Good37598.3
August 2016GoodExcellentExcellentExcellent37598.3
August 2014GoodExcellentExcellentExcellent37598.3
August 2012GoodExcellentExcellentExcellent37599.9
September 2010GoodExcellentExcellentExcellent37599.9
August 2008GoodExcellentExcellentExcellent37599.9
August 2006GoodExcellentExcellentExcellent37599.9
October 2004GoodExcellentExcellentExcellent37599.9
September 2002PoorVery GoodPoorFair37527.4
October 2000FairVery GoodFairFair41540.8
September 1998FairVery GoodFairFair41540.8
September 1996FairVery GoodFairFair41530.5
October 1994FairVery GoodSatisfactorySatisfactory41541.8
October 1992FairVery GoodSatisfactorySatisfactory41548.0
November 1989PoorSatisfactoryPoorFair41516.4