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E&W91-S110 CONNECT over ROUTES 110 & 91,CONS,STS

Map 

Coordinates:
+33.87000, -118.28500
33°52'12" N, 118°17'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E&W91-S110 CONNECT over ROUTES 110 & 91,CONS,STS
Structure number:53 2549H
Location:07-LA-091-R6.40-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:214.9 ft. [65.5 m]
Total length:3010.0 ft. [917.4 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:18
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:42,853 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:91.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201591.8Functionally obsoleteVery GoodVery GoodVery Good42853
July 201370.4Functionally obsoleteFairVery GoodGood42853
July 201168.2Structurally deficientPoorVery GoodGood42853
July 200968.2Structurally deficientPoorVery GoodGood42853
July 200771.5Functionally obsoleteSatisfactoryVery GoodGood42853
September 200571.5Functionally obsoleteSatisfactoryVery GoodGood42853
October 200371.9Functionally obsoleteSatisfactoryVery GoodGood39601
April 200274.1Functionally obsoleteSatisfactoryVery GoodGood39601
August 200171.9Functionally obsoleteSatisfactoryVery GoodGood39601
20000.0Not applicable---227000
July 199771.9Functionally obsoleteSatisfactoryVery GoodGood39601
August 199370.8Functionally obsoleteExcellentExcellentExcellent60000
January 199170.8Not deficientExcellentExcellentExcellent60000