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SR 94 over EAST BRANCH ROCKY RIVER

Map

Coordinates:
+41.23917, -81.72750
41°14'21" N, 81°43'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 94 over EAST BRANCH ROCKY RIVER
Structure number:5205794
Location:.04 MI N OF SR 606
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:35.8 ft. [10.9 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:4,118 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:67.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201667.0PoorFairFairPoorSD4118
September 201565.4PoorFairFairPoorSD6670
December 201484.9FairFairFairFair-6670
September 201381.7FairFairFairFair-6670
August 201281.7FairFairFairFair-6670
August 201181.7FairFairFairFair-6670
August 201081.6FairFairFairFair-7390
August 200993.8FairSatisfactorySatisfactorySatisfactory-7390
September 200893.8FairSatisfactorySatisfactorySatisfactory-7390
October 200793.9FairSatisfactorySatisfactorySatisfactory-6750
December 200693.9FairSatisfactorySatisfactorySatisfactory-6750
October 200596.7FairSatisfactorySatisfactorySatisfactory-1550
November 200494.0FairSatisfactorySatisfactorySatisfactory-6256
August 200394.0FairSatisfactorySatisfactorySatisfactory-6256
April 200294.0FairSatisfactorySatisfactorySatisfactory-6256
June 200094.0FairSatisfactorySatisfactorySatisfactory-6256
April 199982.7FairSatisfactorySatisfactoryFair-6686
May 199880.7FairSatisfactorySatisfactoryFair-6686
May 199782.7FairSatisfactorySatisfactoryFair-6686
July 199685.6FairSatisfactorySatisfactoryFair-6686
August 199596.7FairSatisfactorySatisfactorySatisfactory-6686
July 199496.7FairSatisfactorySatisfactorySatisfactory-6686
June 199396.7GoodGoodGoodGood-6686
August 199296.9GoodGoodGoodGood-5468
May 199196.9GoodVery GoodVery GoodVery Good-5468