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W134-N&S5 CONNECTR over L A RIV,RTES 5&134,UP RR

Map

Coordinates:
+34.15102, -118.28191
34°09'04" N, 118°16'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W134-N&S5 CONNECTR over L A RIV,RTES 5&134,UP RR
Structure number:53 1790H
Location:07-LA-134-R5.67-LA
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:124.0 ft. [37.8 m]
Total length:2831.2 ft. [862.9 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1967
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:27
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:65,400 [as of 1998]
Truck traffic:2% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
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:68.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$30,448,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood6540068.2
December 2015GoodGoodVery GoodVery Good6540068.2
December 2013FairFairGoodGood6540067.1
December 2011FairFairGoodGood6540067.1
December 2009FairFairGoodGood6540066.7
December 2007FairFairGoodGood6540066.7
January 2006FairFairGoodGood6540066.7
September 2003FairFairGoodGood6540066.7
August 2001FairFairGoodGood6540066.7
July 2000FairFairGoodGood6540066.7
November 1998FairFairGoodGood6540066.7
September 1997FairFairGoodGood6540066.7
November 1995GoodVery GoodVery GoodVery Good6540067.4
September 1993GoodVery GoodVery GoodVery Good4300069.7
November 1991GoodVery GoodVery GoodVery Good4300069.7

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.1,3021,2871500
Deck
Reinforced Concrete Top Flangesq. ft.18,14018,0905000
Concrete Protective Coatingsq. ft.16,20016,200000
Substructure
Reinforced Concrete Columneach2121000
Reinforced Concrete Pier Walllinear ft.8282000
Reinforced Concrete Abutmentlinear ft.4949000
Steel Pileeach11000
Joints
Pourable Jointlinear ft.2323000
Compression Jointlinear ft.176175100
Bearings
Enclosed/Concealed Bearingeach1313000
Bridge Rail
Other Material Bridge Raillinear ft.2,6042,603100