SR 836 WB RAMP over NW 17 AVE

Map 

Facts 

Name:	SR 836 WB RAMP over NW 17 AVE
Structure number:	870482
Location:	0.3 Miles E/O TOLL PLAZA
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:	Yes, on toll road [2]
Length of largest span:	106.6 ft. [32.5 m]
Total length:	178.5 ft. [54.4 m]
Roadway width between curbs:	19.7 ft. [6.0 m]
Deck width edge-to-edge:	23.3 ft. [7.1 m]
Vertical clearance below bridge:	14.4 ft. [4.4 m]
Skew angle:	2°
Owner:	State Toll Authority [31]
Year built:	1968
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:	Prestressed concrete [5]
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:	Open, no restriction [A]
Average daily traffic:	11,000 [as of 2010]
Truck traffic:	11% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Inventory rating:	77.6 tons [70.5 metric tons]
Sufficiency rating:	94.5

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	9,500 [as of 1997]
Truck traffic:	11% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Inventory rating:	77.6 tons [70.5 metric tons]
Sufficiency rating:	87.5

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	5,616 [as of 1989]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	52.5 tons [47.7 metric tons]
Inventory rating:	42.6 tons [38.7 metric tons]
Sufficiency rating:	92.6
Estimated cost of work:	$10,000

Comments