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RTE 134 over ROUTES 101 & 170, RNERSD

Map

Coordinates:
+34.15436, -118.37712
34°09'16" N, 118°22'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 134 over ROUTES 101 & 170, RNERSD
Structure number:53 1339F
Location:07-LA-101-11.63L-LA
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:113.9 ft. [34.7 m]
Total length:758.9 ft. [231.3 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1962
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:9
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:90,000 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:81.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodVery GoodVery GoodGood9000081.0
March 2014FairSatisfactoryGoodGood9000081.0
March 2012FairSatisfactoryGoodGood9000081.0
June 2010FairSatisfactoryGoodGood9000081.0
March 2008FairSatisfactoryGoodGood6340184.6
March 2006FairSatisfactoryGoodGood6340184.6
March 2004FairSatisfactoryGoodGood6340184.6
April 2002FairSatisfactoryGoodGood6340189.1
April 2000FairSatisfactoryGoodGood6340189.1
March 1996GoodGoodGoodGood6340188.5
August 1994GoodGoodGoodGood6340188.5
May 1990GoodGoodGoodGood7500086.8

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.231231000
Deck
Reinforced Concrete Top Flangesq. ft.4,6104,610000
Concrete Protective Coatingsq. ft.4,6104,610000
Substructure
Reinforced Concrete Columneach3636000
Reinforced Concrete Abutmentlinear ft.77572000
Reinforced Concrete Pileeach258258000
Joints
Pourable Jointlinear ft.98712700
Compression Jointlinear ft.8888000
Bearings
Elastomeric Bearingeach2626000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.505505000