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WOODBOURNE AVENUE over HERRING RUN

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

Facts 

Name:WOODBOURNE AVENUE over HERRING RUN
Structure number:200000BC3213010
Location:0.09 MI E PERRING PKWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:44.0 ft. [13.4 m]
Total length:94.2 ft. [28.7 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:12,100 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:64.4 tons [58.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$37,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201465.4Functionally obsoleteSatisfactoryFairGood12100
April 201265.4Functionally obsoleteSatisfactoryFairGood12100
April 201076.8Functionally obsoleteSatisfactorySatisfactorySatisfactory12100
March 200876.8Functionally obsoleteSatisfactoryGoodSatisfactory12100
January 200676.8Functionally obsoleteSatisfactoryGoodSatisfactory12100
November 200376.8Functionally obsoleteSatisfactoryGoodSatisfactory12100
December 200177.1Functionally obsoleteSatisfactoryGoodSatisfactory10600
November 199977.1Functionally obsoleteSatisfactoryGoodSatisfactory10600
December 199777.1Functionally obsoleteSatisfactoryGoodSatisfactory10600
January 199777.1Functionally obsoleteSatisfactoryGoodSatisfactory10600
March 199575.9Functionally obsoleteGoodVery GoodGood10600
October 199276.8Functionally obsoleteGoodVery GoodVery Good10967
October 199077.9Functionally obsoleteVery GoodGoodVery Good10967