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US 101 over L A RI,RR,CENTER,MISSION

Map

Coordinates:
+34.05303, -118.22544
34°03'11" N, 118°13'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 101 over L A RI,RR,CENTER,MISSION
Structure number:53 0405
Location:07-LA-101-0.08-LA
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:244.1 ft. [74.4 m]
Total length:1651.0 ft. [503.2 m]
Roadway width between curbs:124.0 ft. [37.8 m]
Deck width edge-to-edge:133.5 ft. [40.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1944
Year reconstructed:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:30
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:137,000 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Poor [4 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Sufficiency rating:75.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$34,406,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorPoorGoodGood13700075.0
October 2015PoorPoorVery GoodVery Good13700075.0
October 2013FairFairGoodGood13700071.0
May 2011GoodGoodGoodGood13700072.0
May 2009GoodGoodGoodGood13700072.0
May 2007GoodGoodGoodGood13700072.0
December 2004GoodGoodGoodGood13700072.0
December 2002GoodGoodGoodGood21600072.0
February 2002GoodGoodGoodGood13550072.0
April 1998GoodGoodGoodGood13550069.0
August 1994FairSatisfactoryGoodGood22640071.7
January 1988FairSatisfactoryGoodGood22270076.7

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.172170200
Prestressed Concrete Girder/Beamlinear ft.476476000
Reinforced Concrete Girder/Beamlinear ft.1,5851,584100
Deck
Reinforced Concrete Decksq. ft.20,4800020,4800
Wearing Surfacessq. ft.20,4800020,4800
Superstructure
Reinforced Concrete Archlinear ft.370370000
Substructure
Reinforced Concrete Columneach268268000
Reinforced Concrete Pier Walllinear ft.6464000
Reinforced Concrete Abutmentlinear ft.230230000
Reinforced Concrete Pileeach22000
Bearings
Movable Bearingeach9292000
Steel Protective Coatingsq. ft.4646000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3333000
Steel Protective Coatingsq. ft.5050000
Reinforced Concrete Bridge Raillinear ft.1,5061,506000