+37.98247, -89.92327
37°58'57" N, 89°55'24" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 861 over RILEY CREEK
Structure number:079306200000000
Old structure number:000079306229151 (from 1992 edition)
Location:0.5NW FT KAS. ST. PK
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:71.9 ft. [21.9 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:County Highway Agency [02]
Year built:1893
Year reconstructed:1979
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:81.3 tons [73.9 metric tons]
Inventory rating:48.8 tons [44.4 metric tons]
Sufficiency rating:95.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201795.0FairSatisfactorySatisfactoryGood-100
January 201595.0FairSatisfactorySatisfactoryGood-100
January 201389.4GoodGoodGoodGood-150
January 201189.4GoodGoodGoodVery Good-150
January 200989.4GoodGoodGoodVery Good-150
January 200589.4GoodGoodGoodVery Good-150
January 200189.4GoodVery GoodVery GoodVery Good-175
January 199789.4GoodVery GoodVery GoodVery Good-175
January 199595.0GoodVery GoodVery GoodVery Good-100
January 199389.4GoodVery GoodVery GoodVery Good-175
January 199189.4GoodVery GoodVery GoodVery Good-175