Share:

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 2015 

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:65.9 tons [59.9 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:89.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$81,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201589.5Not deficientSatisfactorySatisfactorySatisfactory44831
November 201490.0Not deficientSatisfactorySatisfactorySatisfactory41400
November 201390.0Not deficientSatisfactorySatisfactorySatisfactory41400
November 201290.0Not deficientSatisfactorySatisfactorySatisfactory41400
November 201189.0Not deficientFairSatisfactorySatisfactory41400
October 201090.0Not deficientSatisfactorySatisfactorySatisfactory41400
December 200990.0Not deficientSatisfactorySatisfactorySatisfactory41400
December 200789.7Not deficientSatisfactorySatisfactorySatisfactory43470
October 200590.0Not deficientSatisfactorySatisfactorySatisfactory41400
October 200390.0Not deficientSatisfactorySatisfactorySatisfactory41400
December 200190.9Not deficientSatisfactorySatisfactorySatisfactory35700
November 199990.9Not deficientGoodGoodSatisfactory35700
January 199891.9Not deficientGoodGoodGood35700
March 199590.4Not deficientSatisfactoryGoodGood35700
October 199294.2Not deficientSatisfactoryGoodGood11400
November 199094.2Not deficientGoodGoodGood11400