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U.S. HIGHWAY 101 over LOS ANGELES RI,HAZELTINE

Map

Coordinates:
+34.15578, -118.43971
34°09'21" N, 118°26'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. HIGHWAY 101 over LOS ANGELES RI,HAZELTINE
Structure number:53 1371
Location:07-LA-101-15.38-LA
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:131.9 ft. [40.2 m]
Total length:583.0 ft. [177.7 m]
Roadway width between curbs:131.9 ft. [40.2 m]
Deck width edge-to-edge:137.1 ft. [41.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:56°
Owner:State Highway Agency [01]
Year built:1959
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:6
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:289,000 [as of 2009]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:81.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodVery GoodVery GoodVery Good28900081.0
April 2014GoodGoodGoodGood28900081.0
April 2012GoodGoodGoodGood17500081.0
June 2010FairFairGoodGood17500080.0
April 2008FairFairGoodGood29700080.0
April 2006FairFairGoodGood29700080.0
April 2004FairSatisfactoryGoodGood29700081.0
December 2002FairSatisfactoryGoodGood29300083.0
March 2002FairSatisfactoryGoodGood30410083.0
May 2000FairSatisfactoryGoodGood30410083.0
April 1998FairSatisfactoryGoodGood30410083.0
April 1996GoodGoodGoodGood27600083.0
May 1992GoodGoodGoodGood24760083.0

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.162162000
Deck
Reinforced Concrete Top Flangesq. ft.6,6106,610000
Concrete Protective Coatingsq. ft.6,6106,610000
Substructure
Reinforced Concrete Columneach3131000
Reinforced Concrete Abutmentlinear ft.152152000
Steel Pileeach237237000
Reinforced Concrete Pileeach301301000
Joints
Pourable Jointlinear ft.4343000
Compression Jointlinear ft.106106000
Bearings
Movable Bearingeach4040000
Steel Protective Coatingsq. ft.2020000
Enclosed/Concealed Bearingeach11000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.501501000