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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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,827 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 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 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:77.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201677.8FairGoodSatisfactoryGoodFO17827
June 201478.1GoodGoodGoodGood-16300
June 201278.1GoodGoodGoodGood-16300
June 201078.1GoodVery GoodVery GoodVery Good-16300
November 200878.1GoodExcellentExcellentVery Good-16300
May 200778.1GoodExcellentExcellentVery Good-16300
December 200546.7PoorFairPoorSeriousSD16300
November 200346.7PoorFairPoorSeriousSD16300
February 200247.5PoorFairPoorSeriousSD14042
March 200063.9PoorFairPoorPoorSD14042
February 199880.6FairFairFairFair-14042
February 199579.4FairFairFairFair-14042
October 199282.4FairSatisfactoryFairFair-14042
October 199082.4Fair-FairFair-14042