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FAS 853 over LITTLE MARY'S RIVER

Map

Coordinates:
+37.99841, -89.74729
37°59'54" N, 89°44'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FAS 853 over LITTLE MARY'S RIVER
Structure number:079302200000000
Old structure number:000079302217456 (from 1992 edition)
Location:7.5 M S SPARTA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:59.1 ft. [18.0 m]
Total length:95.1 ft. [29.0 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Owner:County Highway Agency [02]
Year built:1915
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:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:650 [as of 2014]
Truck traffic:2% 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 desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:71.0 tons [64.5 metric tons]
Inventory rating:42.5 tons [38.6 metric tons]
Sufficiency rating:91.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201691.1FairSatisfactorySatisfactorySatisfactory-650
December 201488.0PoorPoorGoodGoodSD650
December 201268.5PoorPoorGoodGoodSD600
December 201088.1PoorPoorGoodGoodSD600
December 200888.1PoorPoorGoodGoodSD600
January 200788.1PoorPoorGoodGoodSD550
January 200588.1PoorPoorGoodGoodSD550
February 200183.4GoodVery GoodVery GoodVery Good-1150
March 199783.4GoodVery GoodVery GoodVery Good-1150
January 199591.6GoodVery GoodVery GoodVery Good-650
January 199391.8GoodVery GoodVery GoodVery Good-350
January 199191.8GoodVery GoodVery GoodVery Good-350