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IL 89 (FAP 698) over LITTLE SANDY CREEK

Map

Coordinates:
+41.11911, -89.20210
41°07'09" N, 89°12'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IL 89 (FAP 698) over LITTLE SANDY CREEK
Structure number:078003800000000
Old structure number:000078003835781 (from 1992 edition)
Location:0.05 MI N OF IL 18
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:45.9 ft. [14.0 m]
Total length:126.3 ft. [38.5 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:2001
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: January 2013

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2011]
Truck traffic:11% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:98.0 tons [89.1 metric tons]
Inventory rating:64.1 tons [58.3 metric tons]
Sufficiency rating:79.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201379.0GoodVery GoodVery GoodVery Good-1500
January 200998.5GoodVery GoodVery GoodVery Good-1800
January 200598.6GoodVery GoodVery GoodVery Good-1550
February 200498.6GoodVery GoodVery GoodVery Good-1550
December 200198.6GoodExcellentExcellentExcellent-1450