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RADFORD AVE over LOS ANGELES RIVER

Map

Coordinates:
+34.14689, -118.39204
34°08'49" N, 118°23'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RADFORD AVE over LOS ANGELES RIVER
Structure number:53C1293
Location:0.3 MI N/O VENTURA BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:62.0 ft. [18.9 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,850 [as of 2006]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$383,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairSatisfactoryGoodGood585077.3
March 2012FairSatisfactoryGoodGood585077.3
April 2010FairSatisfactoryGoodGood520077.4
March 2008FairSatisfactoryGoodGood520077.4
July 2005FairSatisfactoryGoodGood520077.4
October 2000GoodGoodGoodGood520077.4
September 1998GoodGoodGoodGood520077.4
October 1996FairSatisfactoryGoodGood520077.4
April 1996GoodGoodGoodGood520077.4
June 1994GoodVery GoodVery GoodVery Good520077.5
May 1990GoodVery GoodVery GoodVery Good520077.5

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.2121000
Deck
Reinforced Concrete Top Flangesq. ft.229229000
Wearing Surfacessq. ft.1532201130
Substructure
Reinforced Concrete Abutmentlinear ft.2323000
Reinforced Concrete Pileeach11000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.63234000