S5-E94 CONNECTOR over I 5, STREETS, RAMPS

Map

Coordinates:
+32.71351, -117.14659
32°42'49" N, 117°08'48" W

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

Name:	S5-E94 CONNECTOR over I 5, STREETS, RAMPS
Structure number:	57 0422F
Location:	11-SD-005-R15.07-SD
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	140.1 ft. `[42.7 m]`
Total length:	2290.1 ft. `[698.0 m]`
Roadway width between curbs:	34.1 ft. `[10.4 m]`
Deck width edge-to-edge:	38.1 ft. `[11.6 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1963
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:	20
Main spans material:	Concrete continuous `[2]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	31,000 `[as of 2010]`
Truck traffic:	4% 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:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
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:	93.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Good	Good	Good	31000	93.0
August 2015	Good	Very Good	Very Good	Very Good	31000	93.0
August 2013	Fair	Good	Satisfactory	Good	31000	93.0
August 2011	Good	Good	Good	Good	31000	93.0
September 2009	Fair	Good	Satisfactory	Good	31000	93.0
November 2007	Poor	Poor	Satisfactory	Good	31000	89.9
January 2006	Poor	Poor	Good	Good	31000	89.9
October 2003	Good	Good	Good	Good	31000	93.0
November 2001	Good	Good	Good	Good	31000	93.0
August 1995	Good	Good	Very Good	Very Good	31000	95.6
October 1991	Good	Good	Very Good	Very Good	31000	95.6

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girder	linear ft.	698	697	0	1	0
Deck
Reinforced Concrete Top Flange	sq. ft.	7,860	7,860	0	0	0
Concrete Protective Coating	sq. ft.	7,860	7,860	0	0	0
Substructure
Reinforced Concrete Column	each	3	3	0	0	0
Reinforced Concrete Abutment	linear ft.	29	28	0	1	0
Reinforced Concrete Pile	each	1	1	0	0	0
Joints
Pourable Joint	linear ft.	16	16	0	0	0
Compression Joint	linear ft.	100	96	0	4	0
Bridge Rail
Other Material Bridge Rail	linear ft.	1,396	1,391	5	0	0