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W105-S1 CONN over SR1 SEPULVEDA BLVD

Map 

Coordinates:
+33.93167, -118.39500
33°55'54" N, 118°23'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W105-S1 CONN over SR1 SEPULVEDA BLVD
Structure number:53 2800F
Location:07-LA-105-R0.44-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:149.9 ft. [45.7 m]
Total length:525.0 ft. [160.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Vertical clearance below bridge:21.3 ft. [6.5 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+Mod / HS 20+Mod [6]
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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:8,450 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201697.2Not deficientGoodVery GoodGood8450
March 201497.2Not deficientGoodVery GoodGood8450
March 201294.2Structurally deficientPoorVery GoodGood8450
March 201097.2Not deficientGoodVery GoodGood8450
March 200897.2Not deficientGoodVery GoodGood8450
March 200697.2Not deficientGoodVery GoodGood8450
April 200497.3Not deficientGoodVery GoodGood7500
January 200297.3Not deficientGoodVery GoodGood7500
May 200095.3Functionally obsoleteGoodVery GoodGood7500
July 199793.3Functionally obsoleteGoodVery GoodGood7500
August 199595.4Not deficientExcellentExcellentExcellent7500