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WILKENS AVENUE over GWYNNS FALLS

Map 

Coordinates:
+39.27714, -76.66170
39°16'38" N, 76°39'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WILKENS AVENUE over GWYNNS FALLS
Structure number:200000BC5202010
Location:0.4 MI E CATON AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:115.2 ft. [35.1 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:69.2 ft. [21.1 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:1936
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:35,470 [as of 2015]
Truck traffic:8% of total traffic
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:98.8 tons [89.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:43.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$74,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201543.7Structurally deficient-FairPoor35470
December 201343.7Structurally deficient-SatisfactoryPoor35470
December 201143.7Structurally deficientSatisfactorySatisfactoryPoor35470
November 200943.7Structurally deficientSatisfactorySatisfactoryPoor35470
November 200743.7Structurally deficientSatisfactorySatisfactoryPoor35470
October 200543.7Structurally deficientSatisfactorySatisfactoryPoor35470
October 200361.6Not deficient-SatisfactoryFair35470
December 200145.0Structurally deficientGoodSatisfactoryPoor30800
January 200074.6Not deficientGoodGoodSatisfactory30800
January 199874.6Not deficientGoodGoodSatisfactory30800
June 199575.3Not deficientGoodGoodSatisfactory30800
October 199278.2Not deficientSatisfactorySatisfactorySatisfactory20704
October 199078.2Not deficient-GoodSatisfactory20704