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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 

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. ratingEvaluationDeckSuper.Sub.ADT
November 201599.6Not deficientVery GoodVery GoodGood1500
November 201199.6Not deficientVery GoodVery GoodVery Good1450
November 200799.6Not deficientVery GoodVery GoodVery Good1300
November 200399.6Not deficientVery GoodVery GoodVery Good1450
November 199999.5Not deficientExcellentExcellentExcellent1750
November 199597.4Not deficientExcellentExcellentExcellent1850
January 199497.6Not deficientExcellentExcellentExcellent1350