IL 154 over MARY'S RIVER


+38.10839, -89.64956
38°06'30" N, 89°38'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:IL 154 over MARY'S RIVER
Structure number:079004100000000
Old structure number:000079004130770 (from 1992 edition)
Location:3.5M W PERRY CO.LINE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:43.0 ft. [13.1 m]
Total length:124.0 ft. [37.8 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:1994
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: February 2014 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,250 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Good [7 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: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 (including piles) on dry land well above flood water elevations. [9]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:71.3 tons [64.8 metric tons]
Sufficiency rating:92.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201492.8GoodGoodGoodVery Good-2250
February 201291.5GoodVery GoodVery GoodVery Good-2800
February 201091.5GoodVery GoodVery GoodVery Good-2800
February 200891.5GoodVery GoodVery GoodVery Good-2800
February 200690.8GoodVery GoodVery GoodVery Good-3100
February 200491.6GoodVery GoodVery GoodVery Good-2750
August 200291.3GoodVery GoodVery GoodVery Good-2900
August 200090.0GoodVery GoodExcellentExcellent-3450
August 199890.0GoodExcellentExcellentExcellent-3450
August 199691.3GoodExcellentExcellentExcellent-2900
February 199689.3GoodExcellentExcellentExcellent-2900
June 199489.7GoodExcellentExcellentExcellent-2700