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ILL 26 over CROW CREEK

Map 

Coordinates:
+40.93225, -89.42851
40°55'56" N, 89°25'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ILL 26 over CROW CREEK
Structure number:062006100000000
Old structure number:000062006130591 (from 1992 edition)
Location:6.64 MI S OF ILL 17
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:57.1 ft. [17.4 m]
Total length:157.2 ft. [47.9 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1993
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: November 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:74.1 tons [67.4 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:99.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201599.6GoodVery GoodVery GoodGood-1500
November 201199.6GoodVery GoodVery GoodVery Good-1450
November 200799.6GoodVery GoodVery GoodVery Good-1300
November 200399.6GoodVery GoodVery GoodVery Good-1450
November 199999.5GoodExcellentExcellentExcellent-1750
November 199597.4GoodExcellentExcellentExcellent-1850
January 199497.6GoodExcellentExcellentExcellent-1350