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FAS 859 over LITTLE MARYS RIVER

Map

Coordinates:
+38.01524, -89.73216
38°00'55" N, 89°43'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FAS 859 over LITTLE MARYS RIVER
Structure number:079303300000000
Old structure number:000079303330110 (from 1992 edition)
Location:3.5 MI W STEELVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:59.4 ft. [18.1 m]
Total length:101.4 ft. [30.9 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:1992
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:2
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:Good
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201798.8GoodVery GoodVery GoodVery Good-600
January 201379.0GoodVery GoodVery GoodVery Good-600
January 200998.8GoodVery GoodVery GoodVery Good-600
January 200598.8GoodVery GoodVery GoodVery Good-700
January 200198.8GoodExcellentExcellentExcellent-700
January 199798.8GoodExcellentExcellentExcellent-700
January 199598.8GoodExcellentExcellentExcellent-650
January 199398.8GoodExcellentExcellentExcellent-500