CENTRAL AVENUE over HARFORD RUN

Facts 

Name:	CENTRAL AVENUE over HARFORD RUN
Structure number:	200000BC8019010
Location:	ALICEANNA AT CENTRAL AVE
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) [19]
Length of largest span:	24.0 ft. [7.3 m]
Total length:	24.9 ft. [7.6 m]
Roadway width between curbs:	69.6 ft. [21.2 m]
Deck width edge-to-edge:	69.6 ft. [21.2 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1920
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Main span material:	Steel [3]
Main span design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	28,785 [as of 2007]
Truck traffic:	5% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Satisfactory [6 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 is scour critical; bridge foundations determined to be unstable. [3]
Inventory rating:	59.4 tons [54.0 metric tons]
Sufficiency rating:	96.3
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$26,000

2000 Inspection 

Status:	Open, no restriction [A]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 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:	Scour calculation/evaluation has not been made. [6]
Inventory rating:	59.4 tons [54.0 metric tons]
Sufficiency rating:	100.0
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$93,000

1992 Inspection 

Status:	Open, no restriction [A]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
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]
Scour condition:	Bridge not over waterway. [N]
Inventory rating:	59.4 tons [54.0 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	96.0

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