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96TH STREET over SR 1 (SEPULVEDA BLVD)

Map 

Coordinates:
+33.95500, -118.39500
33°57'18" N, 118°23'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:96TH STREET over SR 1 (SEPULVEDA BLVD)
Structure number:53 2772
Location:07-LA-001-27.40-LA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:89.9 ft. [27.4 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1993
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:2
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 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:32,000 [as of 2006]
Truck traffic:1% 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:Basically intolerable requiring high priority of corrrective action [3]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:75.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,769,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201575.0GoodVery GoodVery GoodVery GoodFO32000
December 201375.0GoodGoodVery GoodGoodFO32000
November 201175.0GoodGoodVery GoodGoodFO32000
November 200975.0GoodGoodVery GoodGoodFO32000
November 200775.0GoodGoodVery GoodGoodFO32000
December 200575.0GoodGoodVery GoodGoodFO32000
September 200375.0GoodGoodVery GoodGoodFO32000
December 200194.0GoodGoodVery GoodGood--
August 200096.0GoodGoodVery GoodGood--
August 199796.0GoodGoodVery GoodGood--
June 199498.0------