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STATE ROUTE 60 over WHITTIER BLVD

Map 

Coordinates:
+34.03000, -118.20000
34°01'48" N, 118°12'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 60 over WHITTIER BLVD
Structure number:53 0075L
Location:07-LA-060-R1.27-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:141.1 ft. [43.0 m]
Total length:261.2 ft. [79.6 m]
Roadway width between curbs:67.3 ft. [20.5 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Skew angle:52°
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
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:94,500 [as of 2009]
Truck traffic:5% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:63.0 tons [57.3 metric tons]
Inventory rating:37.7 tons [34.3 metric tons]
Sufficiency rating:84.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201584.4Not deficientVery GoodVery GoodVery Good94500
June 201384.4Not deficientSatisfactoryGoodGood94500
June 201184.4Not deficientSatisfactoryGoodGood94500
June 200983.2Not deficientFairGoodGood95000
June 200783.2Not deficientFairGoodGood95000
February 200583.2Not deficientFairGoodGood95000
January 200380.6Structurally deficientPoorGoodGood96150
February 200180.6Structurally deficientPoorGoodGood96150
July 199883.0Not deficientFairGoodGood96150
May 199583.0Not deficientVery GoodVery GoodVery Good92450
June 199383.0Not deficientVery GoodVery GoodVery Good94150
June 199183.0Not deficientVery GoodVery GoodVery Good94150