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ILL 26 over CROW CREEK OVERFLOW

Map 

Coordinates:
+40.89479, -89.42773
40°53'41" N, 89°25'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ILL 26 over CROW CREEK OVERFLOW
Structure number:062006000000000
Old structure number:000062006030590 (from 1992 edition)
Location:6.3 MI S OF ILL 17
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:63.7 ft. [19.4 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
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:Good [7 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 desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:75.2 tons [68.4 metric tons]
Inventory rating:45.7 tons [41.5 metric tons]
Sufficiency rating:99.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201599.6Not deficientGoodVery 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 deficientVery GoodVery GoodVery Good1750
November 199597.4Not deficientVery GoodExcellentExcellent1850
January 199486.5Not deficientExcellentFairExcellent1350