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

Map

Coordinates:
+34.26667, -118.44167
34°16'00" N, 118°26'30" 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:	18.7 ft. `[5.7 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]`
Operating rating:	87.7 tons `[79.7 metric tons]`
Inventory rating:	35.6 tons `[32.4 metric tons]`
Sufficiency rating:	85.4

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