10 TH AVE over L&N RAILROAD

Map 

Facts 

Name:	10 TH AVE over L&N RAILROAD
Structure number:	011443
Location:	10TH AVE N & VANDERBILT
Purpose:	Carries highway over railroad
Route classification:	Local (Urban) [19]
Length of largest span:	299.9 ft. [91.4 m]
Total length:	779.9 ft. [237.7 m]
Roadway width between curbs:	49.9 ft. [15.2 m]
Deck width edge-to-edge:	60.0 ft. [18.3 m]
Vertical clearance below bridge:	24.0 ft. [7.3 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1970
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Main span material:	Steel continuous [4]
Main span design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	13,000 [as of 2004]
Truck traffic:	15% of total traffic
Deck condition:	Fair [5 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:	84.7 tons [77.0 metric tons]
Inventory rating:	50.8 tons [46.2 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	73.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$14,669,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	12,200 [as of 1996]
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory [6 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:	84.8 tons [77.1 metric tons]
Inventory rating:	50.9 tons [46.3 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	73.6
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:	$2,269,000

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