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MAIN ST over ROCK RUN CREEK

Map 

Coordinates:
+41.59083, -85.83444
41°35'27" N, 85°50'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MAIN ST over ROCK RUN CREEK
Structure number:2000194
Location:00.10 N OF US 33
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:50.5 ft. [15.4 m]
Total length:57.4 ft. [17.5 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:5,160 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:42.9 tons [39.0 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:82.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201482.2Not deficientSatisfactorySatisfactorySatisfactory5160
August 201272.1Not deficientSatisfactorySatisfactoryFair5160
October 201071.8Not deficientSatisfactorySatisfactoryFair5160
November 200872.9Not deficientSatisfactorySatisfactoryFair4370
November 200671.2Not deficientSatisfactorySatisfactoryFair9688
October 200427.5Structurally deficient---9688
July 200283.1Not deficientFairGoodSatisfactory9688
May 200095.1Not deficientSatisfactoryGoodSatisfactory9150
July 199896.8Not deficientSatisfactoryGoodGood2046
May 199696.8Not deficientSatisfactoryGoodGood2046
September 199496.8Not deficientVery GoodVery GoodGood2046
June 199296.9Not deficientVery GoodVery GoodVery Good1900
June 199097.9Not deficientVery GoodVery GoodVery Good1900