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IL 89 (FAP 698) over LITTLE SANDY CREEK

Map

Coordinates:
+41.11913, -89.20211
41°07'09" N, 89°12'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IL 89 (FAP 698) over LITTLE SANDY CREEK
Structure number:078003800000000
Old structure number:000078003835781 (from 1992 edition)
Location:0.05 MI N OF IL 18
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:45.9 ft. [14.0 m]
Total length:126.3 ft. [38.5 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:2001
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:3
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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 minimum criteria [6]
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:98.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactoryGoodGood150098.6
January 2013GoodVery GoodVery GoodVery Good150079.0
January 2009GoodVery GoodVery GoodVery Good180098.5
January 2005GoodVery GoodVery GoodVery Good155098.6
February 2004GoodVery GoodVery GoodVery Good155098.6
December 2001GoodExcellentExcellentExcellent145098.6