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SR 1009,L.WILHELM over OVER LAKE WILHELM

Map

Coordinates:
+41.42283, -80.15202
41°25'22" N, 80°09'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR 1009,L.WILHELM over OVER LAKE WILHELM
Structure number:000000000025917
Old structure number:431009007000000 (from 1992 edition)
Location:NEW VERNON TOWNSHIP
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:78.1 ft. [23.8 m]
Total length:181.1 ft. [55.2 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:577 [as of 2015]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:55.9 tons [50.8 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:86.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$97,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201686.5FairSatisfactoryFairSatisfactory-577
June 201486.5FairSatisfactoryFairSatisfactory-523
June 201287.6FairSatisfactoryFairSatisfactory-548
June 201086.5FairSatisfactoryFairSatisfactory-559
August 200887.3FairSatisfactoryFairSatisfactory-894
June 200686.3FairSatisfactoryFairSatisfactory-885
June 200484.2PoorPoorFairSatisfactorySD750
June 200284.2PoorPoorFairSatisfactorySD728
November 200083.2PoorPoorFairSatisfactorySD725
November 199886.1FairFairFairSatisfactory-945
September 199685.2FairFairFairSatisfactory-886
September 199487.6FairFairFairGood-855
June 199288.6FairSatisfactoryFairGood-843
September 199087.6FairFairFairVery Good-817