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ECHODALE AVENUE over HERRING RUN

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ECHODALE AVENUE over HERRING RUN
Structure number:200000BC3402010
Location:0.2 MI E PERRING PKWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:52.2 ft. [15.9 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:44,831 [as of 2015]
Truck traffic:5% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:99.2 tons [90.2 metric tons]
Inventory rating:59.4 tons [54.0 metric tons]
Sufficiency rating:89.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$188,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201689.5FairSatisfactorySatisfactorySatisfactory-44831
November 201589.5FairSatisfactorySatisfactorySatisfactory-44831
November 201490.0FairSatisfactorySatisfactorySatisfactory-41400
November 201390.0FairSatisfactorySatisfactorySatisfactory-41400
November 201290.0FairSatisfactorySatisfactorySatisfactory-41400
November 201189.0FairFairSatisfactorySatisfactory-41400
October 201090.0FairSatisfactorySatisfactorySatisfactory-41400
December 200990.0FairSatisfactorySatisfactorySatisfactory-41400
December 200789.7FairSatisfactorySatisfactorySatisfactory-43470
October 200590.0FairSatisfactorySatisfactorySatisfactory-41400
October 200390.0FairSatisfactorySatisfactorySatisfactory-41400
December 200190.9FairSatisfactorySatisfactorySatisfactory-35700
November 199990.9FairGoodGoodSatisfactory-35700
January 199891.9GoodGoodGoodGood-35700
March 199590.4FairSatisfactoryGoodGood-35700
October 199294.2FairSatisfactoryGoodGood-11400
November 199094.2GoodGoodGoodGood-11400