RP STADIUM DR TO I over CST RAYTOWN RD

Map 

Facts 

Name:	RP STADIUM DR TO I over CST RAYTOWN RD
Structure number:	2459
Old structure number:	A2853 2 (from 1992 edition)
Location:	S 24 T 49 N R 33 W
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	77.1 ft. [23.5 m]
Total length:	182.1 ft. [55.5 m]
Roadway width between curbs:	38.1 ft. [11.6 m]
Deck width edge-to-edge:	40.7 ft. [12.4 m]
Vertical clearance below bridge:	23.0 ft. [7.0 m]
Skew angle:	22°
Owner:	State Highway Agency [01]
Year built:	1972
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:	Steel continuous [4]
Main spans 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:	Posted for load [P]
Average daily traffic:	4,701 [as of 2009]
Truck traffic:	18% 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:	52.8 tons [48.0 metric tons]
Inventory rating:	35.2 tons [32.0 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	95.2

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	4,382 [as of 1997]
Truck traffic:	10% of total traffic
Deck condition:	Good [7 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:	59.4 tons [54.0 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	94.4

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	3,040 [as of 1990]
Truck traffic:	10% of total traffic
Deck condition:	Good [7 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:	59.4 tons [54.0 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	95.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$564,000

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