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IL 100 over COX CREEK

Map

Coordinates:
+40.13932, -90.34733
40°08'22" N, 90°20'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IL 100 over COX CREEK
Structure number:085003800000000
Old structure number:000085003831969 (from 1992 edition)
Location:1.5M N BROWNING CTR
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:72.8 ft. [22.2 m]
Total length:75.5 ft. [23.0 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:750 [as of 2013]
Truck traffic:27% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:76.2 tons [69.3 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:99.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201499.3GoodVery GoodVery GoodVery Good-750
May 201099.2GoodVery GoodVery GoodVery Good-850
May 200699.2GoodVery GoodVery GoodVery Good-850
May 200297.9GoodGoodExcellentExcellent-1400
May 200097.8GoodExcellentExcellentExcellent-1550
200097.8-----1550