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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,3421,3106206
Deck
Reinforced Concrete Decksq. ft.8,2398,1578200
Wearing Surfacessq. ft.7,5237,523000
Substructure
Reinforced Concrete Pier Walllinear ft.96840120
Reinforced Concrete Abutmentlinear ft.9898000
Bearings
Elastomeric Bearingeach4241100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.359359000