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IH 794 EB-LAKE INT over LAND

Map 

Coordinates:
+43.03500, -87.90167
43°02'06" N, 87°54'06" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:IH 794 EB-LAKE INT over LAND
Structure number:B400400004B0000
Location:1.3M E JCT IH 94 TO E
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:108.6 ft. [33.1 m]
Total length:325.5 ft. [99.2 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
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:10,000 [as of 2007]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Scour condition:Bridge not over waterway. [N]
Inventory rating:71.3 tons [64.8 metric tons]
Sufficiency rating:78.0

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:16,280 [as of 1993]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Scour condition:Bridge not over waterway. [N]
Inventory rating:71.3 tons [64.8 metric tons]
Sufficiency rating:80.0

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:8,570 [as of 1979]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Scour condition:Bridge not over waterway. [N]
Inventory rating:71.3 tons [64.8 metric tons]
Sufficiency rating:79.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]