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COTTAGE AVE over ROCK RUN CREEK

Map 

Coordinates:
+41.58833, -85.82889
41°35'18" N, 85°49'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COTTAGE AVE over ROCK RUN CREEK
Structure number:2000173
Location:00.10 N OF SR 4
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:44.9 ft. [13.7 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Owner:County Highway Agency [02]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:2,940 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 condition. [5]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:38.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$391,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201538.4Structurally deficientSatisfactoryPoorSatisfactory2940
August 201438.4Structurally deficientSatisfactoryPoorSatisfactory2940
August 201247.4Structurally deficientSatisfactoryPoorSatisfactory2940
October 201047.2Structurally deficientSatisfactoryPoorSatisfactory2940
November 200858.5Functionally obsoleteGoodFairSatisfactory2420
November 200658.5Functionally obsoleteGoodFairSatisfactory2420
October 200486.9Not deficientSatisfactorySatisfactorySatisfactory523
July 200286.9Not deficientSatisfactorySatisfactorySatisfactory523
May 200077.9Not deficientGoodFairSatisfactory508
July 199880.7Functionally obsoleteGoodGoodSatisfactory2239
May 199680.7Functionally obsoleteGoodGoodSatisfactory2239
September 199481.0Functionally obsoleteGoodGoodGood2239
June 199278.0Functionally obsoleteGoodGoodGood2037
June 199082.0Not deficientGoodGoodGood2000