Share:

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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,233 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
Sufficiency rating:76.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$37,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201676.6FairSatisfactorySatisfactoryGoodFO13233
April 201465.4FairSatisfactoryFairGoodFO12100
April 201265.4FairSatisfactoryFairGoodFO12100
April 201076.8FairSatisfactorySatisfactorySatisfactoryFO12100
March 200876.8FairSatisfactoryGoodSatisfactoryFO12100
January 200676.8FairSatisfactoryGoodSatisfactoryFO12100
November 200376.8FairSatisfactoryGoodSatisfactoryFO12100
December 200177.1FairSatisfactoryGoodSatisfactoryFO10600
November 199977.1FairSatisfactoryGoodSatisfactoryFO10600
December 199777.1FairSatisfactoryGoodSatisfactoryFO10600
January 199777.1FairSatisfactoryGoodSatisfactoryFO10600
March 199575.9GoodGoodVery GoodGoodFO10600
October 199276.8GoodGoodVery GoodVery GoodFO10967
October 199077.9GoodVery GoodGoodVery GoodFO10967