SR 836 WB over SR 985 (NW 107th Avenue)

Map

Coordinates:
+25.78072, -80.36894
25°46'51" N, 80°22'08" W

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

Name:	SR 836 WB over SR 985 (NW 107th Avenue)
Structure number:	870535
Location:	3.0 miles West of SR 826
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:	87.3 ft. `[26.6 m]`
Total length:	224.1 ft. `[68.3 m]`
Roadway width between curbs:	62.7 ft. `[19.1 m]`
Deck width edge-to-edge:	66.3 ft. `[20.2 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	19°
Owner:	State Toll Authority `[31]`
Year built:	1974
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:	56,500 `[as of 2018]`
Truck traffic:	4% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 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:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	82.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Good	Very Good	Very Good	Very Good	56500	82.0
September 2016	Good	Very Good	Very Good	Very Good	56500	82.0
September 2014	Good	Very Good	Very Good	Very Good	56500	82.0
May 2013	Good	Very Good	Very Good	Very Good	56500	82.0
September 2011	Good	Very Good	Very Good	Very Good	56500	82.0
September 2009	Good	Very Good	Very Good	Very Good	56500	93.2
February 2008	Good	Good	Good	Good	56500	92.3
February 2006	Good	Good	Good	Good	47500	92.7
September 2003	Good	Good	Good	Good	43500	92.9
October 2001	Good	Good	Good	Good	58498	92.2
October 1999	Good	Good	Good	Good	39000	94.1
August 1997	Good	Good	Good	Good	39000	93.3
March 1995	Good	Good	Good	Good	39000	96.1
March 1993	Good	Good	Good	Very Good	36033	89.1
May 1992	Good	Very Good	Very Good	Very Good	33035	89.3
July 1990	Good	Very Good	Very Good	Very Good	33035	90.3

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.	2,290	2,289	1	0	0
Deck
Reinforced Concrete Deck	sq. ft.	14,858	14,858	0	0	0
Substructure
Reinforced Concrete Column	each	9	9	0	0	0
Reinforced Concrete Abutment	linear ft.	131	131	0	0	0
Reinforced Concrete Pier Cap	linear ft.	210	210	0	0	0
Joints
Pourable Joint	linear ft.	332	331	0	1	0
Bearings
Elastomeric Bearing	each	70	70	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	447	447	0	0	0