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FAS 860 over OLD MISS RV OVERFLOW

Map

Coordinates:
+37.88306, -89.94604
37°52'59" N, 89°56'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 860 over OLD MISS RV OVERFLOW
Structure number:079440100000000
Old structure number:000079440124515 (from 1992 edition)
Location:FAS 860 OVER RIVER
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:60.0 ft. [18.3 m]
Total length:1262.5 ft. [384.8 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:Town or Township Highway Agency [03]
Year built:1989
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:21
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: October 2013

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:275 [as of 2014]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Better than present minimum criteria [7]
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:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:84.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201384.6GoodGoodGoodGood-275
October 200984.6GoodGoodGoodGood-300
October 200584.5GoodGoodGoodGood-400
October 200189.3GoodVery GoodVery GoodVery Good-150
July 199789.3GoodVery GoodExcellentVery Good-150
April 199573.5FairExcellentExcellentFair-309
November 199372.5FairExcellentExcellentFair-600
March 199172.5FairExcellentExcellentFair-600