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ILL 153 over MARY'S RIVER

Map

Coordinates:
+38.13585, -89.65071
38°08'09" N, 89°39'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ILL 153 over MARY'S RIVER
Structure number:079001800000000
Old structure number:000079001817434 (from 1992 edition)
Location:1 MI N OF EDEN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:33.1 ft. [10.1 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1934
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 2015]
Truck traffic:18% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:38.5 tons [35.0 metric tons]
Inventory rating:22.8 tons [20.7 metric tons]
Sufficiency rating:65.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201665.3PoorSeriousFairGoodSD1800
June 201564.7PoorSeriousFairGoodSD1800
June 201468.3FairFairFairGood-1650
June 201268.6FairFairFairGood-2000
June 201169.1FairFairFairGood-2000
June 201069.5FairFairFairGood-1800
June 200969.5FairFairFairGood-1800
June 200869.6FairFairFairGood-1750
June 200769.6FairFairFairGood-1750
June 200669.4FairFairFairGood-1850
June 200569.4FairFairFairGood-1850
September 200469.3FairFairFairGood-1900
June 200383.9FairFairSatisfactoryGood-1900
November 200183.8FairFairSatisfactoryGood-1950
December 199970.5FairFairSatisfactoryFair-2350
January 199982.2FairFairSatisfactoryGood-2300
January 199882.2FairFairSatisfactoryGood-2300
January 199784.8FairSatisfactorySatisfactoryGood-2000
January 199581.4FairSatisfactorySatisfactoryGood-2200
January 199377.4FairSatisfactorySatisfactoryGood-2200
January 199180.4FairSatisfactorySatisfactoryGood-2200