I- 94 NB TO I-55 W over I- 55 STEVENSON

Map 

Facts 

Name:	I- 94 NB TO I-55 W over I- 55 STEVENSON
Structure number:	000016114026262
Location:	0.1 M W I-94
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	80.1 ft. [24.4 m]
Total length:	744.1 ft. [226.8 m]
Roadway width between curbs:	22.0 ft. [6.7 m]
Deck width edge-to-edge:	29.9 ft. [9.1 m]
Vertical clearance below bridge:	24.9 ft. [7.6 m]
Owner:	State Highway Agency [01]
Year built:	1964
Year reconstructed:	1989
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Number of main spans:	8
Main spans material:	Steel continuous [4]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Other [9]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	16,900 [as of 2002]
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	48.5 tons [44.1 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	90.8

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	13,600 [as of 1994]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	48.5 tons [44.1 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	96.8

1992 Inspection 

Status:	Open, no restriction [A]
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Very Good [8 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	48.5 tons [44.1 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	98.0
Recommended work:	Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:	$75,000

Comments