I0610 over ON RAMP I-610E.

Map 

Facts 

Name:	I0610 over ON RAMP I-610E.
Structure number:	023604503400485
Location:	.5 MI EAST OF I-10
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	44.9 ft. [13.7 m]
Total length:	390.1 ft. [118.9 m]
Roadway width between curbs:	22.0 ft. [6.7 m]
Deck width edge-to-edge:	27.6 ft. [8.4 m]
Owner:	State Highway Agency [01]
Year built:	1963
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:	6
Main spans material:	Steel [3]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	4,630 [as of 2009]
Truck traffic:	6% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	61.4 tons [55.8 metric tons]
Inventory rating:	36.6 tons [33.3 metric tons]
Sufficiency rating:	92.5

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	7,510 [as of 1998]
Truck traffic:	6% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Good [7 out of 9]
Operating rating:	44.6 tons [40.5 metric tons]
Inventory rating:	31.7 tons [28.8 metric tons]
Sufficiency rating:	91.0
Recommended work:	Other structural work, including hydraulic replacements. [38]

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	8,534 [as of 1991]
Truck traffic:	6% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Operating rating:	35.6 tons [32.4 metric tons]
Inventory rating:	25.7 tons [23.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	81.4
Recommended work:	Other structural work, including hydraulic replacements. [38]

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