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REDDISH FORD/CH 10 over BOYER CREEK

Map

Coordinates:
+39.15098, -90.45033
39°09'04" N, 90°27'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:REDDISH FORD/CH 10 over BOYER CREEK
Structure number:042401500000000
Old structure number:000042401517999 (from 1992 edition)
Location:4.1 MI N ILL 16
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:57.1 ft. [17.4 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1986
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:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Gravel [8]

Latest Available Inspection: January 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2012]
Truck traffic:7% 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201598.9GoodVery GoodVery GoodVery Good-150
January 2011100.0GoodVery GoodVery GoodVery Good-100
March 2006100.0GoodVery GoodVery GoodVery Good-100
January 2001100.0GoodVery GoodVery GoodVery Good-75
March 1997100.0GoodVery GoodVery GoodVery Good-75
February 1995100.0GoodVery GoodVery GoodVery Good-75
January 1993100.0GoodVery GoodVery GoodVery Good-75
February 1991100.0GoodVery GoodVery GoodVery Good-75