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

Map

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

Facts

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]

Latest Available Inspection: February 2017

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

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodGood4060085.4
February 2015GoodVery GoodVery GoodVery Good4060085.4
February 2013GoodGoodVery GoodGood4060085.4
February 2011FairSatisfactoryVery GoodGood4060085.4
February 2009FairFairVery GoodGood4060084.3
March 2007FairSatisfactoryVery GoodGood4060085.4
March 2005FairSatisfactoryVery GoodGood4060085.4
April 2003FairSatisfactoryVery GoodGood4060085.4
March 2002FairSatisfactoryVery GoodGood4060085.4
April 1999FairFairVery GoodGood4060084.3
January 1999FairFairVery GoodGood4060084.3
October 1997FairFairVery GoodGood4060084.3
May 1995GoodVery GoodVery GoodExcellent3520088.3
April 1993GoodVery GoodVery GoodExcellent3520088.3
September 1991GoodVery GoodVery GoodExcellent3520088.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.280280000
Reinforced Concrete Closed Web/Box Girderlinear ft.229229000
Deck
Reinforced Concrete Top Flangesq. ft.8,3638,360300
Concrete Protective Coatingsq. ft.7,8207,820000
Substructure
Reinforced Concrete Columneach99000
Reinforced Concrete Abutmentlinear ft.4141000
Steel Pileeach11000
Reinforced Concrete Pileeach11000
Joints
Strip Seal Jointlinear ft.3333000
Pourable Jointlinear ft.1616000
Compression Jointlinear ft.6666000
Bearings
Enclosed/Concealed Bearingeach55000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0169970316