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IL 108 over EAST TAYLOR CREEK BR

Map

Coordinates:
+39.30555, -90.22121
39°18'20" N, 90°13'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IL 108 over EAST TAYLOR CREEK BR
Structure number:031004200000000
Old structure number:000031004242756 (from 1992 edition)
Location:9.4 M E CARROLTON
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:86.9 ft. [26.5 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2017]
Truck traffic:9% 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:Equal to present desirable criteria [8]
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:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodVery GoodVery GoodVery Good110096.7
June 2016GoodVery GoodVery GoodVery Good115096.6
June 2014GoodVery GoodVery GoodVery Good100098.0
June 2012GoodVery GoodExcellentExcellent125079.0
June 2010GoodExcellentExcellentExcellent120099.0
October 2009GoodExcellentExcellentExcellent120099.0