SR 836 EB over SR 953 (NW 42nd Avenue)

Map

Coordinates:
+25.78508, -80.26408
25°47'06" N, 80°15'51" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	SR 836 EB over SR 953 (NW 42nd Avenue)
Structure number:	870291
Location:	EB SR 836 over Lejuene Rd
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:	59.4 ft. `[18.1 m]`
Total length:	198.5 ft. `[60.5 m]`
Roadway width between curbs:	60.4 ft. `[18.4 m]`
Deck width edge-to-edge:	63.3 ft. `[19.3 m]`
Vertical clearance above deck:	15.1 ft. `[4.6 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	25°
Owner:	State Toll Authority `[31]`
Year built:	1969
Year reconstructed:	1980
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:	4
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	89,500 `[as of 2017]`
Truck traffic:	3% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	89.6

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Good	Good	Very Good	Very Good	89500	89.6
June 2015	Good	Good	Very Good	Very Good	89500	91.6
June 2013	Good	Good	Very Good	Very Good	89500	91.6
November 2011	Good	Good	Very Good	Very Good	89500	91.6
December 2009	Good	Good	Very Good	Very Good	89500	89.6
January 2008	Fair	Satisfactory	Good	Good	92000	89.5
January 2006	Fair	Satisfactory	Good	Good	103500	88.9
October 2003	Fair	Satisfactory	Good	Good	90250	89.6
November 2001	Fair	Satisfactory	Good	Good	61000	91.0
November 1999	Fair	Satisfactory	Good	Good	96000	91.4
June 1997	Fair	Satisfactory	Good	Good	83000	88.0
February 1995	Good	Good	Good	Good	83000	89.6
January 1993	Good	Good	Good	Good	83000	89.6
April 1991	Good	Very Good	Good	Very Good	57415	89.5

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	2,218	2,216	2	0	0
Deck
Reinforced Concrete Deck	sq. ft.	12,546	12,306	240	0	0
Wearing Surfaces	sq. ft.	2,160	2,160	0	0	0
Substructure
Reinforced Concrete Column	each	12	12	0	0	0
Reinforced Concrete Abutment	linear ft.	138	138	0	0	0
Reinforced Concrete Pier Cap	linear ft.	207	207	0	0	0
Joints
Pourable Joint	linear ft.	345	345	0	0	0
Bearings
Elastomeric Bearing	each	86	86	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	397	297	100	0	0