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RADFORD AVE over LOS ANGELES RIVER

Map 

Coordinates:
+34.14667, -118.39194
34°08'48" N, 118°23'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:65.9 tons [59.9 metric tons]
Sufficiency rating:77.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$383,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201677.3FairSatisfactoryGoodGoodFO5850
March 201277.3FairSatisfactoryGoodGoodFO5850
April 201077.4FairSatisfactoryGoodGoodFO5200
March 200877.4FairSatisfactoryGoodGoodFO5200
July 200577.4FairSatisfactoryGoodGoodFO5200
October 200077.4GoodGoodGoodGoodFO5200
September 199877.4GoodGoodGoodGoodFO5200
October 199677.4FairSatisfactoryGoodGoodFO5200
April 199677.4GoodGoodGoodGoodFO5200
June 199477.5GoodVery GoodVery GoodVery GoodFO5200
May 199077.5GoodVery GoodVery GoodVery GoodFO5200