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TR 95A-SANDUSKY RD over CACHE RIVER

Map

Coordinates:
+37.20327, -89.25847
37°12'12" N, 89°15'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 95A-SANDUSKY RD over CACHE RIVER
Structure number:077311900000000
Old structure number:000077311931007 (from 1992 edition)
Location:2 MI SW PULASKI
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:35.1 ft. [10.7 m]
Total length:96.5 ft. [29.4 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:1994
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Gravel [8]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:400 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:65.6 tons [59.6 metric tons]
Inventory rating:39.6 tons [36.0 metric tons]
Sufficiency rating:73.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201673.2FairFairFairFair-400
December 201473.2FairFairFairFair-400
January 201376.2FairFairFairFair-400
January 201176.2FairFairFairSatisfactory-400
October 200988.3FairVery GoodVery GoodSatisfactory-400
March 200688.3GoodExcellentVery GoodGood-375
March 200298.8GoodExcellentExcellentExcellent-100
December 199698.8GoodExcellentExcellentExcellent-100
December 199498.8GoodExcellentExcellentExcellent-100