PEARL STREET-CR656 over ASSISCUNK CREEK

Map 

Facts 

Name:	PEARL STREET-CR656 over ASSISCUNK CREEK
Structure number:	03C3116
Location:	1.84 MI S OF CR 658
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Collector (Urban) [17]
Length of largest span:	83.0 ft. [25.3 m]
Total length:	87.9 ft. [26.8 m]
Roadway width between curbs:	29.9 ft. [9.1 m]
Deck width edge-to-edge:	44.3 ft. [13.5 m]
Owner:	County Highway Agency [02]
Year built:	1997
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 22.5 / HS 25 [9]
Main span material:	Prestressed concrete [5]
Main span design:	Box beam or girders - Multiple [05]
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:	1,584 [as of 2009]
Truck traffic:	3% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Very Good [8 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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:	54.9 tons [49.9 metric tons]
Sufficiency rating:	93.1

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	1,850 [as of 1999]
Truck traffic:	3% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Very Good [8 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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:	54.5 tons [49.5 metric tons]
Sufficiency rating:	93.1

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	1,683 [as of 1991]
Truck traffic:	4% of total traffic
Superstructure condition:	Fair [5 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]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	21.8 tons [19.8 metric tons]
Inventory rating:	15.8 tons [14.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	28.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$887,000

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