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RUFFNER AVE OC over ROUTE 118

Map 

Coordinates:
+34.27667, -118.49667
34°16'36" N, 118°29'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RUFFNER AVE OC over ROUTE 118
Structure number:53 2396
Location:07-LA-118-R8.05-LA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:170.9 ft. [52.1 m]
Total length:337.0 ft. [102.7 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1976
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]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:1,400 [as of 1998]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
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:109.8 tons [99.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201493.9Functionally obsoleteSatisfactoryVery GoodGood1400
May 201293.9Functionally obsoleteGoodVery GoodGood1400
October 201093.9Functionally obsoleteGoodVery GoodGood1400
May 200893.9Functionally obsoleteGoodVery GoodGood1400
June 200693.9Functionally obsoleteGoodVery GoodGood1400
December 200493.9Functionally obsoleteGoodVery GoodGood1400
January 200393.9Functionally obsoleteGoodVery GoodGood1400
March 200197.9Not deficientGoodVery GoodGood1400
January 199997.9Not deficientGoodVery GoodGood1400
January 199797.9Not deficientGoodVery GoodGood1400
January 199597.9Not deficientVery GoodVery GoodVery Good1400
January 199397.9Not deficientVery GoodVery GoodVery Good1400
April 199197.9Not deficientVery GoodVery GoodVery Good1400