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ILL 26/FAS 2370 over DRAINAGE DITCH

Map

Coordinates:
+41.18994, -89.30881
41°11'24" N, 89°18'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ILL 26/FAS 2370 over DRAINAGE DITCH
Structure number:078001800000000
Old structure number:000078001817384 (from 1992 edition)
Location:4.75 MI S OF ILL 71
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:46.9 ft. [14.3 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
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: January 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:900 [as of 2015]
Truck traffic:20% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:57.0 tons [51.8 metric tons]
Inventory rating:34.2 tons [31.1 metric tons]
Sufficiency rating:85.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201585.2PoorPoorFairFairSD900
January 201364.4PoorPoorFairSatisfactorySD800
January 201194.9PoorPoorSatisfactorySatisfactorySD1050
January 200996.9FairFairSatisfactorySatisfactory-1050
January 200796.9FairFairSatisfactorySatisfactory-1050
January 200598.7FairSatisfactorySatisfactorySatisfactory-950
February 200498.7FairSatisfactorySatisfactorySatisfactory-950
December 200198.7FairSatisfactorySatisfactoryGood-1000
February 200198.6FairSatisfactorySatisfactoryGood-1250
200098.6FairSatisfactorySatisfactoryGood-1250
January 199998.6FairSatisfactorySatisfactoryGood-1250
November 199798.6FairSatisfactorySatisfactoryGood-1450
April 199698.7FairSatisfactorySatisfactoryGood-1150
October 199496.7FairSatisfactorySatisfactoryGood-1050
October 199396.7FairSatisfactorySatisfactoryGood-1050
October 199296.6FairSatisfactorySatisfactoryGood-1209
October 199198.6FairSatisfactorySatisfactoryGood-1209