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IL 154 over MAXWELL CREEK

Map

Coordinates:
+38.12435, -89.68728
38°07'28" N, 89°41'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IL 154 over MAXWELL CREEK
Structure number:079004700000000
Old structure number:000079004732733 (from 1992 edition)
Location:EAST OF SPARTA
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:52.8 ft. [16.1 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:2002
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,250 [as of 2017]
Truck traffic:11% 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:Better than present minimum criteria [7]
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:96.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodVery GoodVery GoodVery Good525096.3
February 2014GoodVery GoodVery GoodVery Good505096.4
February 2012GoodVery GoodVery GoodVery Good505096.4
February 2010GoodVery GoodVery GoodVery Good510097.6
February 2008GoodVery GoodVery GoodVery Good600097.3
February 2006GoodVery GoodVery GoodVery Good580097.4
February 2004GoodVery GoodVery GoodVery Good560097.4
August 2002GoodVery GoodVery GoodVery Good540097.5
November 2001GoodExcellentExcellentExcellent540097.5