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SR 1002,FAIRVIEW R over OVER OTTER CREEK

Map

Coordinates:
+41.32419, -80.24456
41°19'27" N, 80°14'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1002,FAIRVIEW R over OVER OTTER CREEK
Structure number:000000000025908
Old structure number:431002003000000 (from 1992 edition)
Location:FAIRVIEW TOWNSHIP
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:77.1 ft. [23.5 m]
Total length:79.1 ft. [24.1 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:887 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Fair [5 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:85.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$78,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201685.5FairFairFairSatisfactory-887
April 201485.4FairFairFairSatisfactory-951
April 201285.4FairFairFairSatisfactory-996
April 201085.4FairFairFairSatisfactory-1016
April 200885.4FairFairFairSatisfactory-1016
April 200687.4FairFairFairSatisfactory-1009
April 200498.5FairFairSatisfactorySatisfactory-997
April 200298.4FairFairSatisfactorySatisfactory-1158
April 200096.4FairFairSatisfactorySatisfactory-1153
March 199896.4FairFairSatisfactorySatisfactory-1153
March 199696.5FairFairSatisfactoryGood-913
April 199495.5FairFairSatisfactoryGood-881
March 199295.5FairFairSatisfactoryGood-869
April 199096.6FairSatisfactorySatisfactoryVery Good-844

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.693687240
Deck
Reinforced Concrete Decksq. ft.2,9832,983000
Wearing Surfacessq. ft.2,6522,652000
Substructure
Reinforced Concrete Abutmentlinear ft.9696000
Bearings
Elastomeric Bearingeach1818000
Bridge Rail
Other Material Bridge Raillinear ft.156156000