SR 794 (Yamato Rd) over El Rio Canal (E-4)

Map

Coordinates:
+26.39428, -80.09865
26°23'39" N, 80°05'55" W

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

Name:	SR 794 (Yamato Rd) over El Rio Canal (E-4)
Structure number:	930015
Location:	E Congress Ave. & W I-95
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	89.6 ft. `[27.3 m]`
Roadway width between curbs:	113.9 ft. `[34.7 m]`
Deck width edge-to-edge:	132.2 ft. `[40.3 m]`
Skew angle:	7°
Owner:	State Highway Agency `[01]`
Year built:	1967
Year reconstructed:	2004
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]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	57,500 `[as of 2017]`
Truck traffic:	4% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	90.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Fair	Very Good	Very Good	Satisfactory	57500	90.0
March 2015	Good	Very Good	Very Good	Good	50000	91.1
March 2013	Good	Very Good	Very Good	Good	51000	91.0
March 2011	Good	Very Good	Very Good	Good	53500	85.5
March 2009	Good	Very Good	Very Good	Good	47500	91.5
May 2007	Good	Good	Very Good	Good	41500	92.3
March 2005	Good	Excellent	Excellent	Good	53500	91.4
March 2003	Fair	Satisfactory	Satisfactory	Good	47000	91.4
March 2001	Fair	Fair	Fair	Fair	36000	80.1
March 1999	Good	Good	Good	Very Good	35500	89.7
March 1997	Good	Good	Good	Very Good	27250	96.2
July 1995	Good	Good	Good	Very Good	32500	95.1
February 1993	Good	Good	Good	Very Good	24498	96.3
March 1991	Good	-	Very Good	Very Good	22028	96.7

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.	718	717	0	1	0
Deck
Reinforced Concrete Deck	sq. ft.	6,469	6,146	323	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	270	268	0	2	0
Steel Pile	each	1	0	1	0	0
Steel Protective Coating	sq. ft.	213	206	0	0	7
Prestressed Concrete Pile	each	41	0	41	0	0
Reinforced Concrete Pier Cap	linear ft.	252	250	0	2	0
Joints
Pourable Joint	linear ft.	178	86	66	26	0
Bearings
Elastomeric Bearing	each	54	54	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	180	180	0	0	0
Other Material Bridge Rail	linear ft.	180	180	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	818	818	0	0	0
Wearing Surfaces	sq. ft.	818	688	0	130	0