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WHITE OAK AVENUE O over ROUTE 118

Map 

Coordinates:
+34.26833, -118.51667
34°16'06" N, 118°31'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WHITE OAK AVENUE O over ROUTE 118
Structure number:53 2464
Location:07-LA-118-R6.80-LA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:138.1 ft. [42.1 m]
Total length:247.1 ft. [75.3 m]
Roadway width between curbs:79.7 ft. [24.3 m]
Deck width edge-to-edge:96.1 ft. [29.3 m]
Vertical clearance below bridge:24.3 ft. [7.4 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1980
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:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:3,500 [as of 1998]
Truck traffic:1% of total traffic
Deck condition:Good [7 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]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201493.7Functionally obsoleteGoodVery GoodGood3500
May 201293.7Functionally obsoleteGoodVery GoodGood3500
October 201093.7Functionally obsoleteGoodVery GoodGood3500
May 200893.7Functionally obsoleteGoodVery GoodGood3500
June 200693.7Functionally obsoleteGoodVery GoodGood3500
December 200493.7Functionally obsoleteGoodVery GoodGood3500
January 200393.7Functionally obsoleteGoodVery GoodGood3500
February 200195.7Not deficientGoodVery GoodGood3500
January 199995.7Not deficientGoodVery GoodGood3500
January 199795.7Not deficientGoodVery GoodGood3500
January 199595.7Not deficientVery GoodVery GoodVery Good3500
January 199395.7Not deficientVery GoodVery GoodVery Good3500
April 199195.7Not deficientVery GoodVery GoodVery Good3500