IH 794 EB-LAKE FRE over LAND

Map 

Facts 

Name:	IH 794 EB-LAKE FRE over LAND
Structure number:	B4004000N2B0000
Location:	1.7M E JCT IH 94 TO E
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	212.9 ft. [64.9 m]
Total length:	664.1 ft. [202.4 m]
Roadway width between curbs:	51.8 ft. [15.8 m]
Deck width edge-to-edge:	55.8 ft. [17.0 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:	Steel continuous [4]
Main spans design:	Girder and floorbeam system [03]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	19,230 [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:	Satisfactory [6 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	58.9 tons [53.5 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	88.5

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:	Fair [5 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	58.9 tons [53.5 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	79.7

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	8,570 [as of 1979]
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Poor [4 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	55.4 tons [50.4 metric tons]
Inventory rating:	39.6 tons [36.0 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	63.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

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