Share:

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 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,940 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Poor [4 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:Basically intolerable requiring high priority of corrrective action [3]
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]
Sufficiency rating:33.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$391,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201633.1PoorPoorPoorSatisfactorySD2940
August 201538.4PoorSatisfactoryPoorSatisfactorySD2940
August 201438.4PoorSatisfactoryPoorSatisfactorySD2940
August 201247.4PoorSatisfactoryPoorSatisfactorySD2940
October 201047.2PoorSatisfactoryPoorSatisfactorySD2940
November 200858.5FairGoodFairSatisfactoryFO2420
November 200658.5FairGoodFairSatisfactoryFO2420
October 200486.9FairSatisfactorySatisfactorySatisfactory-523
July 200286.9FairSatisfactorySatisfactorySatisfactory-523
May 200077.9FairGoodFairSatisfactory-508
July 199880.7FairGoodGoodSatisfactoryFO2239
May 199680.7FairGoodGoodSatisfactoryFO2239
September 199481.0GoodGoodGoodGoodFO2239
June 199278.0GoodGoodGoodGoodFO2037
June 199082.0GoodGoodGoodGood-2000