WILKENS AVENUE over GWYNNS FALLS

Map 

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:	Local (Urban) [19]
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]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	35,470 [as of 2007]
Truck traffic:	8% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Poor [4 out of 9]
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	43.7
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$74,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	30,800 [as of 1994]
Truck traffic:	8% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:	74.6
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$74,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	20,704 [as of 1988]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
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 not over waterway. [N]
Sufficiency rating:	78.2

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