SR 804 over CSX RR

Map

Coordinates:
+26.52892, -80.07444
26°31'44" N, 80°04'28" W

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

Name:	SR 804 over CSX RR
Structure number:	930289
Location:	Just West of I 95
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	100.1 ft. `[30.5 m]`
Total length:	231.6 ft. `[70.6 m]`
Roadway width between curbs:	92.5 ft. `[28.2 m]`
Deck width edge-to-edge:	107.0 ft. `[32.6 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	1°
Owner:	State Highway Agency `[01]`
Year built:	1976
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
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:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	49,500 `[as of 2018]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	90.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Good	Good	Good	Very Good	49500	90.8
September 2016	Good	Good	Good	Very Good	47000	91.3
September 2014	Good	Very Good	Good	Very Good	46000	92.5
September 2012	Good	Very Good	Very Good	Very Good	45000	92.7
September 2010	Good	Very Good	Very Good	Very Good	42500	94.0
September 2008	Good	Very Good	Very Good	Very Good	45000	92.7
September 2006	Good	Good	Very Good	Very Good	43000	91.0
November 2004	Good	Good	Very Good	Very Good	44500	90.7
October 2002	Good	Good	Good	Good	38500	93.6
September 2000	Good	Good	Good	Very Good	42000	93.1
September 1998	Good	Good	Good	Very Good	28500	95.0
September 1996	Good	Good	Good	Very Good	29000	95.9
November 1994	Good	Good	Good	Very Good	20000	97.0
September 1992	Good	Good	Very Good	Very Good	17072	97.4
September 1990	Good	Good	Very Good	Very Good	33054	95.0

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.	3,145	3,136	0	9	0
Deck
Reinforced Concrete Deck	sq. ft.	24,746	24,743	3	0	0
Wearing Surfaces	sq. ft.	18,073	18,073	0	0	0
Substructure
Reinforced Concrete Column	each	8	8	0	0	0
Reinforced Concrete Abutment	linear ft.	213	212	1	0	0
Reinforced Concrete Pier Cap	linear ft.	200	200	0	0	0
Joints
Pourable Joint	linear ft.	428	278	0	150	0
Bearings
Elastomeric Bearing	each	80	77	0	3	0
Bridge Rail
Other Material Bridge Rail	linear ft.	464	462	2	0	0