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U.S. HIGHWAY 101 over HASKELL AVE

Map 

Coordinates:
+34.16500, -118.47333
34°09'54" N, 118°28'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:U.S. HIGHWAY 101 over HASKELL AVE
Structure number:53 1103R
Location:07-LA-101-17.51R-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:74.2 ft. [22.6 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:77.1 ft. [23.5 m]
Deck width edge-to-edge:80.7 ft. [24.6 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:154,000 [as of 2011]
Truck traffic:10% 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:Equal to present minimum criteria [6]
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:105.5 tons [95.9 metric tons]
Inventory rating:63.5 tons [57.7 metric tons]
Sufficiency rating:83.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201683.0Not deficientVery GoodVery GoodVery Good154000
February 201482.0Not deficientFairGoodGood154000
February 201282.0Not deficientFairGoodGood154000
January 201082.0Not deficientFairGoodGood154000
February 200882.0Not deficientFairGoodGood154000
January 200682.0Not deficientFairGoodGood154000
March 200483.0Not deficientGoodGoodGood154000
April 200282.1Functionally obsoleteGoodGoodGood80500
May 200082.1Functionally obsoleteGoodGoodGood80500
20000.0Not applicable---152050
April 199881.0Functionally obsoleteGoodGoodGood152050
April 199683.0Not deficientGoodGoodGood154000
August 199483.0Not deficientGoodGoodGood154000
June 199083.0Not deficientGoodGoodGood148500