LRD NORTHBOUND COL over LRD W BECHER ST

Facts 

Name:	LRD NORTHBOUND COL over LRD W BECHER ST
Structure number:	B40017700000000
Location:	0.1M E JCT IH 43/94
Purpose:	Carries highway over highway
Route classification:	Collector (Urban) [17]
Length of largest span:	95.1 ft. [29.0 m]
Total length:	1076.5 ft. [328.1 m]
Roadway width between curbs:	21.0 ft. [6.4 m]
Deck width edge-to-edge:	25.9 ft. [7.9 m]
Vertical clearance below bridge:	16.1 ft. [4.9 m]
Owner:	State Highway Agency [01]
Year built:	1969
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:	14
Main spans material:	Steel continuous [4]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Low slump Concrete [4]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	6,600 [as of 2006]
Truck traffic:	1% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	35.6 tons [32.4 metric tons]
Inventory rating:	33.9 tons [30.8 metric tons]
Sufficiency rating:	94.0

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	5,000 [as of 1978]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	35.6 tons [32.4 metric tons]
Inventory rating:	33.9 tons [30.8 metric tons]
Sufficiency rating:	92.9

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	5,000 [as of 1978]
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:	73.3 tons [66.6 metric tons]
Inventory rating:	31.7 tons [28.8 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	63.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

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