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S1-E105 CONNECTOR over SR 1 (SEPULVEDA BLVD)

Map 

Coordinates:
+33.93167, -118.39667
33°55'54" N, 118°23'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S1-E105 CONNECTOR over SR 1 (SEPULVEDA BLVD)
Structure number:53 2801F
Location:07-LA-001-25.95-LA
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:149.9 ft. [45.7 m]
Total length:522.0 ft. [159.1 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Vertical clearance below bridge:24.6 ft. [7.5 m]
Owner:State Highway Agency [01]
Year built:1990
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:4
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:16,500 [as of 2006]
Truck traffic:1% 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:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:94.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201594.4Functionally obsoleteGoodVery GoodVery Good16500
December 201393.4Functionally obsoleteFairVery GoodGood16500
November 201193.4Functionally obsoleteFairVery GoodGood16500
November 200994.4Functionally obsoleteSatisfactoryVery GoodGood16500
November 200794.4Functionally obsoleteSatisfactoryVery GoodGood16500
December 200594.4Functionally obsoleteSatisfactoryVery GoodGood16500
September 200394.4Functionally obsoleteSatisfactoryVery GoodGood16500
November 200194.4Functionally obsoleteSatisfactoryVery GoodGood16500
November 199994.4Functionally obsoleteSatisfactoryVery GoodGood16500
August 199794.4Not deficientExcellentVery GoodGood16500
August 199594.7Not deficientExcellentExcellentExcellent16500