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ROUTE 5 NB & W60-N over ST RTE 60 WB, CONN,RAMPS

Map

Coordinates:
+34.03021, -118.21415
34°01'49" N, 118°12'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 5 NB & W60-N over ST RTE 60 WB, CONN,RAMPS
Structure number:53 1397R
Location:07-LA-005-16.36-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:162.1 ft. [49.4 m]
Total length:701.1 ft. [213.7 m]
Roadway width between curbs:34.8 ft. [10.6 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:1965
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]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:129,000 [as of 2009]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:68.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,342,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairGoodFairGood12900068.0
November 2014GoodVery GoodGoodVery Good12900079.0
December 2012FairFairSatisfactoryGood12900078.0
May 2011FairFairSatisfactoryGood12900078.0
November 2008FairFairGoodGood13000078.0
March 2007FairSatisfactoryGoodGood13000079.0
February 2005FairSatisfactoryGoodGood13000079.0
June 2003FairSatisfactoryGoodGood12800081.1
August 2001FairSatisfactoryGoodGood13440082.0
June 1998FairSatisfactoryGoodGood13440082.0
January 1996GoodGoodVery GoodVery Good11760085.9
July 1995GoodGoodVery GoodVery Good11760085.9
August 1993GoodGoodVery GoodVery Good12945084.9
April 1991GoodGoodVery GoodVery Good12945084.9

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.41026714300
Deck
Reinforced Concrete Top Flangesq. ft.4,5104,507030
Concrete Protective Coatingsq. ft.3,9453,945000
Substructure
Reinforced Concrete Columneach55000
Reinforced Concrete Abutmentlinear ft.3737000
Reinforced Concrete Pileeach22000
Joints
Pourable Jointlinear ft.2020000
Compression Jointlinear ft.5050000
Other Jointlinear ft.2090110
Bearings
Movable Bearingeach1919000
Enclosed/Concealed Bearingeach55000
Bridge Rail
Other Material Bridge Raillinear ft.400399100