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U.S. HIGHWAY 101 over TUJUNGA WASH

Map 

Coordinates:
+34.15667, -118.40167
34°09'24" N, 118°24'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:U.S. HIGHWAY 101 over TUJUNGA WASH
Structure number:53 1337
Location:07-LA-101-13.27-LA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:168.0 ft. [51.2 m]
Total length:307.1 ft. [93.6 m]
Roadway width between curbs:133.2 ft. [40.6 m]
Deck width edge-to-edge:138.8 ft. [42.3 m]
Skew angle:59°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:286,000 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:83.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201483.0Not deficientGoodGoodGood286000
April 201283.0Not deficientGoodGoodGood175000
June 201083.0Not deficientSatisfactoryGoodGood175000
April 200883.0Not deficientSatisfactoryGoodGood289000
April 200683.0Not deficientSatisfactoryGoodGood289000
March 200483.0Not deficientSatisfactoryGoodGood289000
April 200283.0Not deficientSatisfactoryGoodGood226300
March 200283.0Not deficientSatisfactoryGoodGood226300
April 200083.0Not deficientSatisfactoryGoodGood226300
February 200083.0Not deficientSatisfactoryGoodGood226300
April 199883.0Not deficientSatisfactoryGoodGood226300
March 199683.0Not deficientGoodVery GoodVery Good271700
May 199283.0Not deficientGoodVery GoodVery Good247600