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ILL 106 over SANDY CREEK

Map

Coordinates:
+39.62967, -90.43878
39°37'47" N, 90°26'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ILL 106 over SANDY CREEK
Structure number:086004500000000
Old structure number:000086004526210 (from 1992 edition)
Location:.5 MI E WINCHESTER
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:85.3 ft. [26.0 m]
Total length:150.9 ft. [46.0 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2013]
Truck traffic:12% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:90.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2015GoodVery GoodGoodVery Good210090.2
January 2011GoodVery GoodVery GoodVery Good225090.0
January 2007GoodVery GoodVery GoodVery Good225090.0
January 2003GoodVery GoodVery GoodVery Good270092.2
January 1999GoodVery GoodVery GoodVery Good330092.0
January 1995GoodVery GoodVery GoodVery Good265090.1
January 1993GoodVery GoodExcellentExcellent240090.2
January 1991GoodExcellentExcellentExcellent240092.2