+38.12435, -89.68729
38°07'28" N, 89°41'14" W
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)
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 2014 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,050 [as of 2013]
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: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]
Operating rating:71.6 tons [65.1 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:96.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201496.4GoodVery GoodVery GoodVery Good-5050
February 201296.4GoodVery GoodVery GoodVery Good-5050
February 201097.6GoodVery GoodVery GoodVery Good-5100
February 200897.3GoodVery GoodVery GoodVery Good-6000
February 200697.4GoodVery GoodVery GoodVery Good-5800
February 200497.4GoodVery GoodVery GoodVery Good-5600
August 200297.5GoodVery GoodVery GoodVery Good-5400
November 200197.5GoodExcellentExcellentExcellent-5400