Share:

ESTARA AVE OC over ROUTE 2

Map 

Coordinates:
+34.11667, -118.23667
34°07'00" N, 118°14'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ESTARA AVE OC over ROUTE 2
Structure number:53 0879
Location:07-LA-002-16.38-LA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:99.1 ft. [30.2 m]
Total length:198.2 ft. [60.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:99°
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 - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:1,820 [as of 2014]
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: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:99.1 tons [90.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201595.8Not deficientVery GoodVery GoodVery Good1820
November 201395.8Not deficientGoodVery GoodGood1820
November 201195.8Not deficientGoodVery GoodGood1820
November 200995.8Not deficientGoodVery GoodGood1820
April 200895.8Not deficientGoodVery GoodGood1820
September 200695.8Not deficientGoodVery GoodGood1820
July 200495.8Not deficientGoodVery GoodGood1820
September 200295.8Not deficientGoodVery GoodGood1820
July 200095.8Not deficientGoodVery GoodGood1820
July 199897.8Not deficientGoodVery GoodGood1820
July 199695.9Not deficientVery GoodVery GoodVery Good1820
September 199495.9Not deficientVery GoodVery GoodVery Good1820
June 199295.9Not deficientVery GoodVery GoodVery Good1820