US 130 SOUTHBOUND over ASSISCUNK CREEK

Map 

Facts 

Name:	US 130 SOUTHBOUND over ASSISCUNK CREEK
Structure number:	0317152
Location:	0.5 MI N OF RT541
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	48.2 ft. [14.7 m]
Total length:	104.0 ft. [31.7 m]
Roadway width between curbs:	32.2 ft. [9.8 m]
Deck width edge-to-edge:	41.0 ft. [12.5 m]
Vertical clearance below bridge:	4.9 ft. [1.5 m]
Skew angle:	20°
Owner:	State Highway Agency [01]
Year built:	1935
Year reconstructed:	2006
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:	2
Main spans material:	Steel [3]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	23,282 [as of 2008]
Truck traffic:	4% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Poor [4 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. [3]
Inventory rating:	83.8 tons [76.2 metric tons]
Sufficiency rating:	67.7
Recommended work:	Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:	$160,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	16,580 [as of 1998]
Truck traffic:	4% 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:	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 over "tidal" waters that has not been evaluated for scour, but considered low risk. [T]
Operating rating:	57.4 tons [52.2 metric tons]
Inventory rating:	34.7 tons [31.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	76.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$21,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	14,800 [as of 1987]
Truck traffic:	4% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Fair [5 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	45.5 tons [41.4 metric tons]
Inventory rating:	23.8 tons [21.6 metric tons]
Sufficiency rating:	70.9
Recommended work:	Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:	$41,000

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