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RIVERSIDE DR over LOS ANGELES RIVER

Map

Coordinates:
+34.15583, -118.29389
34°09'21" N, 118°17'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:RIVERSIDE DR over LOS ANGELES RIVER
Structure number:53C1298
Location:JUST NORTH OF SR-134
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:80.1 ft. [24.4 m]
Total length:381.9 ft. [116.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1938
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2013

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,650 [as of 2004]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:72.4 tons [65.8 metric tons]
Inventory rating:43.5 tons [39.5 metric tons]
Sufficiency rating:75.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,338,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201375.2FairSatisfactorySatisfactorySatisfactoryFO12650
April 201175.2FairSatisfactorySatisfactorySatisfactoryFO12650
April 200975.8FairSatisfactorySatisfactorySatisfactoryFO10650
March 200774.8FairGoodGoodSatisfactoryFO10650
July 200574.8FairGoodGoodSatisfactoryFO10650
December 200173.2GoodGoodGoodGoodFO15800
September 199873.2GoodGoodGoodGoodFO15800
October 199673.2GoodGoodGoodGoodFO15800
April 199673.2FairGoodGoodSatisfactoryFO15800
August 199473.4GoodVery GoodGoodGoodFO15800
June 199073.4FairVery GoodSatisfactoryGoodFO15800