E75-N5 CONNECTOR over ROUTE 5 & ROUTE 75

Map

Coordinates:
+32.58353, -117.08845
32°35'01" N, 117°05'18" W

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

Name:	E75-N5 CONNECTOR over ROUTE 5 & ROUTE 75
Structure number:	57 0708F
Location:	11-SD-075-9.03-SD
Purpose:	Carries highway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	139.1 ft. `[42.4 m]`
Total length:	784.2 ft. `[239.0 m]`
Roadway width between curbs:	39.0 ft. `[11.9 m]`
Deck width edge-to-edge:	41.0 ft. `[12.5 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1973
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:	6
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:	23,200 `[as of 2010]`
Truck traffic:	2% 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:	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:	91.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Good	Good	Good	Good	23200	91.8
December 2016	Good	Good	Good	Good	23200	91.8
February 2015	Fair	Good	Satisfactory	Good	23200	91.8
February 2013	Poor	Poor	Satisfactory	Good	23200	90.7
March 2011	Poor	Poor	Satisfactory	Good	23200	90.7
March 2009	Poor	Poor	Satisfactory	Good	23200	90.7
March 2007	Poor	Poor	Satisfactory	Good	23200	90.7
April 2005	Fair	Satisfactory	Satisfactory	Good	23200	93.8
May 2003	Good	Good	Good	Good	23200	93.8
May 2002	Good	Good	Good	Good	23200	93.8
July 2000	Good	Good	Good	Good	23200	93.8
March 1998	Fair	Satisfactory	Good	Good	23200	93.8
February 1996	Good	Very Good	Very Good	Very Good	23200	96.2
May 1994	Good	Very Good	Very Good	Very Good	23200	96.2
August 1992	Good	Very Good	Very Good	Very Good	45000	94.5
April 1990	Good	Very Good	Very Good	Very Good	45000	94.5

Source: National Bridge Elements dataset, 2019 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.	239	219	20	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	2,841	2,557	284	0	0
Concrete Protective Coating	sq. ft.	2,841	2,841	0	0	0
Substructure
Reinforced Concrete Column	each	3	3	0	0	0
Reinforced Concrete Abutment	linear ft.	31	31	0	0	0
Joints
Compression Joint	linear ft.	15	0	0	15	0
Bearings
Enclosed/Concealed Bearing	each	1	1	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	512	502	10	0	0