N5-W118 CONNECTOR over I 5 & SR 118,CONNS,WASH

Map

Coordinates:
+34.26476, -118.44125
34°15'53" N, 118°26'28" W

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

Name:	N5-W118 CONNECTOR over I 5 & SR 118,CONNS,WASH
Structure number:	53 2329G
Location:	07-LA-005-39.31-LA
Purpose:	Carries highway over highway and waterway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	208.0 ft. `[63.4 m]`
Total length:	1667.1 ft. `[508.1 m]`
Roadway width between curbs:	50.2 ft. `[15.3 m]`
Deck width edge-to-edge:	54.1 ft. `[16.5 m]`
Vertical clearance above deck:	17.4 ft. `[5.3 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	99°
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:	5
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	40,600 `[as of 1998]`
Truck traffic:	5% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	85.4

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Good	Good	Good	Good	40600	85.4
February 2015	Good	Very Good	Very Good	Very Good	40600	85.4
February 2013	Good	Good	Very Good	Good	40600	85.4
February 2011	Fair	Satisfactory	Very Good	Good	40600	85.4
February 2009	Fair	Fair	Very Good	Good	40600	84.3
March 2007	Fair	Satisfactory	Very Good	Good	40600	85.4
March 2005	Fair	Satisfactory	Very Good	Good	40600	85.4
April 2003	Fair	Satisfactory	Very Good	Good	40600	85.4
March 2002	Fair	Satisfactory	Very Good	Good	40600	85.4
April 1999	Fair	Fair	Very Good	Good	40600	84.3
January 1999	Fair	Fair	Very Good	Good	40600	84.3
October 1997	Fair	Fair	Very Good	Good	40600	84.3
May 1995	Good	Very Good	Very Good	Excellent	35200	88.3
April 1993	Good	Very Good	Very Good	Excellent	35200	88.3
September 1991	Good	Very Good	Very Good	Excellent	35200	88.3

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 Closed Web/Box Girder	linear ft.	280	280	0	0	0
Reinforced Concrete Closed Web/Box Girder	linear ft.	229	229	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	8,363	8,360	3	0	0
Concrete Protective Coating	sq. ft.	7,820	7,820	0	0	0
Substructure
Reinforced Concrete Column	each	9	8	1	0	0
Reinforced Concrete Abutment	linear ft.	41	41	0	0	0
Steel Pile	each	1	1	0	0	0
Reinforced Concrete Pile	each	1	1	0	0	0
Joints
Strip Seal Joint	linear ft.	33	33	0	0	0
Pourable Joint	linear ft.	16	16	0	0	0
Compression Joint	linear ft.	66	65	1	0	0
Bearings
Enclosed/Concealed Bearing	each	5	5	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,016	1,011	0	5	0