DELAWARE EXPWAY. over FRANKFORD CREEK

Map 

Facts 

Name:	DELAWARE EXPWAY. over FRANKFORD CREEK
Structure number:	670095026008120
Location:	NR.LUZERNE STREET 29H04
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	88.9 ft. [27.1 m]
Total length:	181.1 ft. [55.2 m]
Roadway width between curbs:	140.1 ft. [42.7 m]
Deck width edge-to-edge:	147.6 ft. [45.0 m]
Skew angle:	24°
Owner:	State Highway Agency [01]
Year built:	1968
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 13.5 / H 15 [2]
Number of main spans:	2
Main spans material:	Prestressed concrete [5]
Main spans design:	Box beam or girders - Multiple [05]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	70,717 [as of 2009]
Truck traffic:	17% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Poor [4 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:	98.8 tons [89.8 metric tons]
Inventory rating:	31.9 tons [29.0 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	53.0

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	134,161 [as of 2000]
Truck traffic:	17% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Poor [4 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:	Scour calculation/evaluation has not been made. [6]
Inventory rating:	43.6 tons [39.6 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	54.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	138,241 [as of 1992]
Deck condition:	Fair [5 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	48.5 tons [44.1 metric tons]
Inventory rating:	39.6 tons [36.0 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	57.0
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$3,026,000

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