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FAS 849 over PLUM CREEK

Map

Coordinates:
+38.14640, -89.84325
38°08'47" N, 89°50'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 849 over PLUM CREEK
Structure number:079301500000000
Old structure number:000079301508973 (from 1992 edition)
Location:2 MI S OF BALDWIN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:60.0 ft. [18.3 m]
Total length:212.0 ft. [64.6 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:County Highway Agency [02]
Year built:1984
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:4
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:950 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 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:91.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201791.0FairSatisfactorySatisfactorySatisfactory-950
January 201591.0FairSatisfactorySatisfactorySatisfactory-950
January 201391.0FairGoodGoodSatisfactory-950
January 200991.0GoodGoodGoodGood-950
January 200591.0GoodVery GoodGoodVery Good-800
January 200191.0GoodExcellentVery GoodVery Good-850
January 199791.0GoodExcellentExcellentExcellent-850
January 199598.6GoodExcellentExcellentExcellent-700
January 199398.6GoodExcellentExcellentExcellent-700
January 199198.6GoodExcellentExcellentExcellent-700