US 72; SR 2 over SOUTHERN RR

Map 

Facts 

Name:	US 72; SR 2 over SOUTHERN RR
Structure number:	005778
Location:	JCT US 72 & SOU RR
Purpose:	Carries highway over railroad
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	44.0 ft. [13.4 m]
Total length:	131.9 ft. [40.2 m]
Roadway width between curbs:	27.9 ft. [8.5 m]
Deck width edge-to-edge:	33.5 ft. [10.2 m]
Vertical clearance below bridge:	26.2 ft. [8.0 m]
Owner:	State Highway Agency [01]
Year built:	1957
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:	3
Main spans material:	Concrete [1]
Main spans design:	Tee beam [04]
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:	4,200 [as of 2008]
Truck traffic:	5% 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:	53.9 tons [49.0 metric tons]
Inventory rating:	31.9 tons [29.0 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	75.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$1,714,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	5,080 [as of 1996]
Truck traffic:	5% 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:	53.9 tons [49.0 metric tons]
Inventory rating:	31.9 tons [29.0 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	74.3
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$447,000

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