EUCLID AVE over SR 60 WB,W60-N101,W6-N5


+34.03000, -118.20333
34°01'48" N, 118°12'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:EUCLID AVE over SR 60 WB,W60-N101,W6-N5
Structure number:53 0070L
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:86.9 ft. [26.5 m]
Total length:172.9 ft. [52.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:22°
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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:9,000 [as of 2009]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:63.8 tons [58.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201594.1Functionally obsoleteVery GoodVery GoodVery Good9000
June 201395.1Functionally obsoleteSatisfactoryGoodGood9000
June 201195.1Functionally obsoleteSatisfactoryGoodGood9000
June 200995.1Functionally obsoleteSatisfactoryGoodGood9000
June 200795.1Functionally obsoleteSatisfactoryGoodGood9000
February 200595.1Functionally obsoleteSatisfactoryGoodGood9000
January 200395.1Functionally obsoleteSatisfactoryGoodGood9000
December 200095.1Functionally obsoleteSatisfactoryGoodGood9000
July 199895.1Functionally obsoleteSatisfactoryGoodGood9000
May 199595.3Functionally obsoleteVery GoodVery GoodVery Good9000
June 199395.3Functionally obsoleteVery GoodVery GoodVery Good9000
May 199195.3Functionally obsoleteVery GoodVery GoodVery Good9000