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STATE ROUTE 60 EB over EUCLID AVE

Map 

Coordinates:
+34.03000, -118.20500
34°01'48" N, 118°12'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 60 EB over EUCLID AVE
Structure number:53 0069R
Location:07-LA-060-R0.94-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:60.0 ft. [18.3 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:64.6 ft. [19.7 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1965
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:3
Main spans material:Concrete continuous [2]
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: June 2013 

Status:Open, no restriction [A]
Average daily traffic:94,500 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:65.8 tons [59.8 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,508,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201379.7Functionally obsoleteSatisfactoryGoodGood94500
June 201179.7Functionally obsoleteSatisfactoryGoodGood94500
June 200979.5Functionally obsoleteSatisfactoryGoodGood96150
June 200779.5Functionally obsoleteSatisfactoryGoodGood96150
February 200579.5Functionally obsoleteSatisfactoryGoodGood96150
January 200379.5Functionally obsoleteSatisfactoryGoodGood96150
December 200079.5Functionally obsoleteSatisfactoryGoodGood96150
July 199879.5Functionally obsoleteSatisfactoryGoodGood96150
May 199577.0Functionally obsoleteVery GoodVery GoodVery Good92450
June 199377.0Functionally obsoleteVery GoodVery GoodVery Good94150
May 199177.0Functionally obsoleteVery GoodVery GoodVery Good94150