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

Map 

Coordinates:
+34.15333, -118.28000
34°09'12" N, 118°16'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:16.1 ft. [4.9 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: December 2015 

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:Very Good [8 out of 9]
Substructure condition:Very Good [8 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]
Operating rating:57.8 tons [52.5 metric tons]
Inventory rating:34.5 tons [31.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:68.2
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$30,448,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201568.2Functionally obsoleteGoodVery GoodVery Good65400
December 201367.1Functionally obsoleteFairGoodGood65400
December 201167.1Functionally obsoleteFairGoodGood65400
December 200966.7Functionally obsoleteFairGoodGood65400
December 200766.7Functionally obsoleteFairGoodGood65400
January 200666.7Functionally obsoleteFairGoodGood65400
September 200366.7Functionally obsoleteFairGoodGood65400
August 200166.7Functionally obsoleteFairGoodGood65400
July 200066.7Functionally obsoleteFairGoodGood65400
20000.0Not applicable---271000
November 199866.7Functionally obsoleteFairGoodGood65400
September 199766.7Functionally obsoleteFairGoodGood65400
November 199567.4Functionally obsoleteVery GoodVery GoodVery Good65400
September 199369.7Functionally obsoleteVery GoodVery GoodVery Good43000
November 199169.7Functionally obsoleteVery GoodVery GoodVery Good43000