GRANT AVENUE over BYBERRY CREEK

Map 

Facts 

Name:	GRANT AVENUE over BYBERRY CREEK
Structure number:	671018007000000
Location:	.5MI.N.FRANKFORD 20A05
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	29.9 ft. [9.1 m]
Total length:	30.8 ft. [9.4 m]
Roadway width between curbs:	66.6 ft. [20.3 m]
Deck width edge-to-edge:	99.1 ft. [30.2 m]
Skew angle:	28°
Owner:	State Highway Agency [01]
Year built:	1963
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 13.5 / H 15 [2]
Main span material:	Prestressed concrete [5]
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:	8,113 [as of 2009]
Truck traffic:	3% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:	89.8 tons [81.6 metric tons]
Inventory rating:	50.9 tons [46.3 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	80.7
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$1,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	16,121 [as of 2000]
Truck traffic:	3% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:	Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Operating rating:	88.1 tons [80.1 metric tons]
Inventory rating:	47.5 tons [43.2 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	78.5
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$741,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	14,818 [as of 1992]
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:	88.1 tons [80.1 metric tons]
Inventory rating:	44.6 tons [40.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	79.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$366,000

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