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EUCLID AVE ON-RAMP over NB I 5 & CONM TO WB 60

Map

Coordinates:
+34.02819, -118.21081
34°01'41" N, 118°12'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EUCLID AVE ON-RAMP over NB I 5 & CONM TO WB 60
Structure number:53 1388S
Location:07-LA-005-16.13-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:131.9 ft. [40.2 m]
Total length:501.0 ft. [152.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1960
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: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]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 2007]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:84.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairFairGoodGood180084.9
October 2014FairSatisfactoryVery GoodVery Good180085.9
November 2012FairSatisfactorySatisfactoryGood180094.8
February 2011GoodGoodGoodGood180094.8
October 2008GoodGoodGoodGood180094.8
March 2007GoodGoodGoodGood180094.8
February 2005GoodGoodGoodGood180094.8
June 2003GoodGoodGoodGood180092.8
March 2001GoodGoodGoodGood180094.8
June 1998GoodGoodGoodGood180094.8
July 1995GoodGoodVery GoodVery Good180096.9
August 1993GoodGoodVery GoodVery Good180096.9
April 1991GoodGoodVery GoodVery Good115096.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.1531381500
Deck
Reinforced Concrete Top Flangesq. ft.1,53073080000
Substructure
Reinforced Concrete Abutmentlinear ft.2020000
Joints
Pourable Jointlinear ft.4040000
Bearings
Movable Bearingeach1010000
Bridge Rail
Other Material Bridge Raillinear ft.305305000