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4TH ST RAMP 'C' over FLOWER STREET

Map

Coordinates:
+34.05312, -118.25534
34°03'11" N, 118°15'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:4TH ST RAMP 'C' over FLOWER STREET
Structure number:53C1172
Location:AT FLOWER STREET
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:83.7 ft. [25.5 m]
Total length:363.5 ft. [110.8 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1972
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:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,680 [as of 2009]
Truck traffic:1% 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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:79.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,396,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairGoodFairGood168079.8
August 2014GoodVery GoodGoodVery Good168090.8
August 2012FairGoodFairGood168079.8
November 2010FairGoodFairGood168079.8
September 2008FairGoodFairGood168079.8
October 2006FairGoodFairGood168079.8
December 2004FairGoodFairGood168079.8
January 2000GoodGoodGoodGood168090.8
February 1998GoodGoodGoodGood168090.8
January 1996FairSatisfactoryGoodGood168090.8
November 1993GoodVery GoodGoodVery Good168090.9
December 1989GoodVery GoodGoodVery Good168090.9

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.92405200
Deck
Reinforced Concrete Top Flangesq. ft.608608000
Wearing Surfacessq. ft.6085773010
Substructure
Reinforced Concrete Columneach55000
Reinforced Concrete Abutmentlinear ft.55000
Reinforced Concrete Pileeach11000
Joints
Compression Jointlinear ft.70007
Assembly with Sealeach77000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1851503500