CENTRAL AVENUE over HARFORD RUN

Facts 

Name:	CENTRAL AVENUE over HARFORD RUN
Structure number:	200000BC1555020
Location:	LANCASTER & ALICANNA ST.
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Collector (Urban) [17]
Length of largest span:	24.0 ft. [7.3 m]
Total length:	24.0 ft. [7.3 m]
Deck width edge-to-edge:	24.0 ft. [7.3 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1960
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Main span material:	Concrete [1]
Main span design:	Culvert [19]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	3,900 [as of 2007]
Truck traffic:	5% of total traffic
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]
Culvert condition:	Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	69.3 tons [63.0 metric tons]
Inventory rating:	43.6 tons [39.6 metric tons]
Sufficiency rating:	99.6
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$8,000

2000 Inspection 

Status:	Open, posting recommended but not legally implemented [B]
Average daily traffic:	3,382 [as of 1994]
Truck traffic:	5% of total traffic
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]
Culvert condition:	Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	74.2 tons [67.5 metric tons]
Inventory rating:	44.6 tons [40.5 metric tons]
Sufficiency rating:	99.7
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$37,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	3,382 [as of 1988]
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]
Culvert condition:	Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	70.3 tons [63.9 metric tons]
Inventory rating:	50.5 tons [45.9 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	95.7

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