FAS-2820 (CH-1) over RACCOON CREEK


+38.62034, -88.48896
38°37'13" N, 88°29'20" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS-2820 (CH-1) over RACCOON CREEK
Structure number:013301600000000
Old structure number:000013301603132 (from 1992 edition)
Location:2.9 MI S FLORA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:54.1 ft. [16.5 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,300 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:45.2 tons [41.1 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:74.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201674.1FairGoodGoodSatisfactory-1300
March 201474.0GoodGoodGoodGood-1400
March 201274.2GoodGoodGoodGood-1050
March 201074.2GoodGoodGoodGood-1050
February 200874.1GoodGoodGoodGood-1200
February 200674.1GoodGoodGoodGood-1200
February 200474.1GoodGoodGoodGood-1100
January 200275.3GoodGoodGoodGood-709
January 200075.3GoodGoodGoodGood-709
January 199875.3GoodGoodGoodGood-709
January 199674.3GoodGoodGoodGood-700
January 199473.0GoodGoodGoodGood-700
January 199273.0GoodGoodGoodGood-700