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FAS 888 over M.FORK CYPRESS CREEK

Map

Coordinates:
+37.76593, -88.18321
37°45'57" N, 88°10'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 888 over M.FORK CYPRESS CREEK
Structure number:030311600000000
Old structure number:000030311639409 (from 1992 edition)
Location:3.65 MI N ILL 13
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:58.7 ft. [17.9 m]
Total length:423.2 ft. [129.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:2006
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:7
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,350 [as of 2013]
Truck traffic:7% 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: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]
Sufficiency rating:93.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodVery GoodVery GoodGood135093.1
October 2012GoodVery GoodVery GoodVery Good125075.3
December 2008GoodExcellentExcellentExcellent125093.3
November 2006GoodExcellentExcellentExcellent80095.0