SR 836 WB over NW 10th Ave and NW 14 St

Map

Coordinates:
+25.78757, -80.21050
25°47'15" N, 80°12'38" W

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

Name:	SR 836 WB over NW 10th Ave and NW 14 St
Structure number:	870150
Location:	0.3 miles West of I 95
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:	160.8 ft. `[49.0 m]`
Total length:	660.8 ft. `[201.4 m]`
Roadway width between curbs:	73.5 ft. `[22.4 m]`
Deck width edge-to-edge:	77.8 ft. `[23.7 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	28°
Owner:	State Toll Authority `[31]`
Year built:	1967
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 `[3]`
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:	69,141 `[as of 2017]`
Truck traffic:	3% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
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:	79.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Good	Good	Good	Good	69141	79.2
July 2015	Good	Good	Good	Good	69141	89.5
July 2013	Good	Good	Good	Good	69141	89.5
January 2012	Good	Good	Good	Good	62500	75.3
January 2010	Good	Good	Good	Good	62500	87.8
January 2008	Good	Good	Good	Good	61000	87.9
January 2006	Good	Good	Good	Good	61750	87.9
December 2003	Good	Good	Good	Good	68750	87.5
January 2002	Good	Good	Good	Good	50000	88.4
January 2000	Good	Good	Good	Good	71500	87.3
September 1997	Good	Good	Good	Good	71500	83.7
April 1995	Good	Good	Good	Good	71500	80.9
March 1993	Good	Good	Good	Good	65644	80.2
July 1991	Good	Good	Good	Good	70685	79.8

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	3,888	3,888	0	0	0
Steel Protective Coating	sq. ft.	143,154	143,154	0	0	0
Prestressed Concrete Girder/Beam	linear ft.	3,032	3,016	16	0	0
Deck
Reinforced Concrete Deck	sq. ft.	41,809	41,398	411	0	0
Substructure
Reinforced Concrete Column	each	34	34	0	0	0
Reinforced Concrete Abutment	linear ft.	279	279	0	0	0
Reinforced Concrete Pier Cap	linear ft.	650	650	0	0	0
Joints
Pourable Joint	linear ft.	846	794	2	50	0
Bearings
Elastomeric Bearing	each	90	90	0	0	0
Movable Bearing	each	30	30	0	0	0
Fixed Bearing	each	30	30	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,306	1,306	0	0	0