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RIVERSIDE DR over LA RIV, AVE 19, UP RR

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map 

Coordinates:
+34.08111, -118.22694
34°04'52" N, 118°13'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RIVERSIDE DR over LA RIV, AVE 19, UP RR
Structure number:53C0160
Location:100' W/O SAN FERNANDO RD
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:236.9 ft. [72.2 m]
Total length:451.1 ft. [137.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:36°
Owner:City or Municipal Highway Agency [04]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:23,000 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 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:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:76.4
Recommended work:Replacement of bridge or other structure because of relocation of road. [32]
Estimated cost of work:$4,025,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201576.4GoodVery GoodGoodGoodFO23000
May 201360.5PoorPoorFairSatisfactorySD23000
May 201173.0PoorPoorSatisfactorySatisfactorySD23000
March 200975.1PoorPoorSatisfactorySatisfactorySD17000
August 200663.0PoorPoorSatisfactoryFairSD17000
June 200454.1FairFairFairSatisfactoryFO17000
October 200356.4FairFairFairSatisfactoryFO12200
November 200168.4FairSatisfactoryGoodGoodFO12200
February 199975.9GoodGoodGoodGoodFO12200
February 199875.9FairGoodSatisfactoryGoodFO12200
August 199475.3GoodVery GoodGoodGoodFO12200
July 199075.3GoodVery GoodGoodGoodFO12200