+34.26385, -118.44200
34°15'50" N, 118°26'31" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W118-S5 CONNECTOR over ROUTES 5 & 118,LAUREL CY
Structure number:53 2327F
Purpose:Carries highway overpass (third level) over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:175.9 ft. [53.6 m]
Total length:1672.0 ft. [509.6 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:42.0 ft. [12.8 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 / HS 20 [5]
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: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,500 [as of 1998]
Truck traffic:3% 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:Meets minimum tolerable limits to be left in place as is [4]
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:94.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodGoodGoodGood1050094.0
June 2016GoodVery GoodVery GoodVery Good1050094.0
June 2014FairSatisfactoryGoodGood1050096.0
June 2012FairSatisfactoryVery GoodGood1050096.0
December 2010GoodGoodVery GoodGood1050096.0
June 2008GoodGoodVery GoodGood1050096.0
August 2006GoodGoodVery GoodGood1050096.0
January 2005GoodGoodVery GoodGood1050096.0
January 2003GoodGoodVery GoodGood1050096.0
March 2001GoodGoodVery GoodGood1050096.0
January 1999GoodGoodVery GoodGood1050096.0
February 1997GoodGoodVery GoodGood1050097.0
February 1995GoodVery GoodVery GoodVery Good1050096.2
January 1993GoodVery GoodVery GoodVery Good1050096.2
June 1991GoodVery GoodVery GoodVery Good1050096.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.245245000
Reinforced Concrete Closed Web/Box Girderlinear ft.265261400
Reinforced Concrete Top Flangesq. ft.6,5406,539100
Concrete Protective Coatingsq. ft.6,0006,000000
Reinforced Concrete Columneach77000
Reinforced Concrete Abutmentlinear ft.2323000
Steel Pileeach11000
Reinforced Concrete Pileeach11000
Strip Seal Jointlinear ft.2424000
Pourable Jointlinear ft.1616000
Compression Jointlinear ft.4040000
Enclosed/Concealed Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,02081520050