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4TH ST(UPPER LEVEL over FIGUEROA,FLOWER,RAMP

Map

Coordinates:
+34.05202, -118.25342
34°03'07" N, 118°15'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:4TH ST(UPPER LEVEL over FIGUEROA,FLOWER,RAMP
Structure number:53C0125
Location:BTWN HOPE ST & HARBOR FY
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:104.0 ft. [31.7 m]
Total length:692.9 ft. [211.2 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Vertical clearance above deck:18.0 ft. [5.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1956
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:9
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: September 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:20,000 [as of 2007]
Truck traffic:2% of total traffic
Deck condition:Poor [4 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:Basically intolerable requiring high priority of replacement [2]
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:67.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,286,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016PoorPoorGoodGood2000067.0
September 2014FairSatisfactoryGoodVery Good2000070.1
September 2012PoorSeriousSatisfactoryGood2000064.8
March 2011PoorSeriousSatisfactoryGood2000064.8
September 2008PoorPoorSatisfactoryGood2000067.0
May 2007PoorPoorSatisfactoryGood2000067.0
April 2005FairSatisfactorySatisfactoryGood2000070.1
January 2000GoodGoodGoodGood1780070.6
February 1998GoodGoodGoodGood1780070.6
December 1994GoodGoodGoodGood1780070.6
November 1992GoodGoodGoodVery Good1780070.3
November 1990GoodGoodGoodVery Good1780070.3

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.2112001100
Deck
Reinforced Concrete Top Flangesq. ft.2,77001,7701,0000
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.3028200
Reinforced Concrete Pileeach11000
Reinforced Concrete Pier Caplinear ft.3232000
Joints
Pourable Jointlinear ft.75651000
Other Jointlinear ft.6060000
Bearings
Enclosed/Concealed Bearingeach55000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.41802002180
Steel Protective Coatingsq. ft.209002090