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RIVERSIDE DR over HILLSIDE

Map

Coordinates:
+34.08232, -118.22790
34°04'56" N, 118°13'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIVERSIDE DR over HILLSIDE
Structure number:53C1932
Location:BETWEEN BARCLAY ST & LAR
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:75.1 ft. [22.9 m]
Total length:569.9 ft. [173.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:54.8 ft. [16.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
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:13
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,200 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:82.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2015FairSatisfactorySatisfactoryVery Good1820082.3
May 2013FairFairGoodGood1820081.2
May 2011FairFairGoodGood1820081.2
February 2009FairFairGoodGood1220083.1
June 2004GoodGoodGoodGood1220072.7
October 2003GoodGoodGoodGood1220072.7
November 2001FairFairGoodGood1220056.4
May 1998GoodGoodGoodGood1220059.7
August 1994GoodGoodVery GoodVery Good1220059.0
July 1992GoodGoodVery GoodVery Good1220059.0
October 1991GoodGoodVery GoodVery Good1220059.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.1717000
Steel Pileeach11000
Reinforced Concrete Pier Caplinear ft.201201000
Joints
Pourable Jointlinear ft.4545000
Other Jointlinear ft.3434000
Bearings
Movable Bearingeach3333000
Steel Protective Coatingsq. ft.33000
Enclosed/Concealed Bearingeach22000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1676210050
Steel Protective Coatingsq. ft.8383000
Reinforced Concrete Bridge Raillinear ft.7070000
Deck
Reinforced Concrete Slabsq. ft.2,01442,01000