I-83 over WESTERN RUN

Map 

Facts 

Name:	I-83 over WESTERN RUN
Structure number:	200000BC3125010
Location:	0.1 MI N OF KELLY AVE
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	92.9 ft. [28.3 m]
Total length:	96.1 ft. [29.3 m]
Roadway width between curbs:	89.9 ft. [27.4 m]
Deck width edge-to-edge:	109.6 ft. [33.4 m]
Skew angle:	23°
Owner:	City or Municipal Highway Agency [04]
Year built:	1959
Year reconstructed:	1987
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Main span material:	Steel [3]
Main span design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	29,900 [as of 2007]
Truck traffic:	8% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Good [7 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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	48.5 tons [44.1 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	88.5
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$160,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	25,727 [as of 1994]
Truck traffic:	8% of total traffic
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Very Good [8 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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	48.5 tons [44.1 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	89.2
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$93,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	25,727 [as of 1988]
Deck condition:	Very Good [8 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 not over waterway. [N]
Operating rating:	27.7 tons [25.2 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	88.9

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