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FOREST PARK AVENUE over GWYNNS FALLS

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

Facts 

Name:FOREST PARK AVENUE over GWYNNS FALLS
Structure number:200000BC2205010
Location:0.8 MI N WINDSOR MILL RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:107.9 ft. [32.9 m]
Total length:110.9 ft. [33.8 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span 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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:16,300 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:79.3 tons [72.1 metric tons]
Sufficiency rating:78.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201478.1Not deficientGoodGoodGood16300
June 201278.1Not deficientGoodGoodGood16300
June 201078.1Not deficientVery GoodVery GoodVery Good16300
November 200878.1Not deficientExcellentExcellentVery Good16300
May 200778.1Not deficientExcellentExcellentVery Good16300
December 200546.7Structurally deficientFairPoorSerious16300
November 200346.7Structurally deficientFairPoorSerious16300
February 200247.5Structurally deficientFairPoorSerious14042
March 200063.9Structurally deficientFairPoorPoor14042
February 199880.6Not deficientFairFairFair14042
February 199579.4Not deficientFairFairFair14042
October 199282.4Not deficientSatisfactoryFairFair14042
October 199082.4Not deficient-FairFair14042