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U.S. HIGHWAY 101 over TYRONE AVE DRAIN

Map 

Coordinates:
+34.15500, -118.44167
34°09'18" N, 118°26'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:U.S. HIGHWAY 101 over TYRONE AVE DRAIN
Structure number:53 2365
Location:07-LA-101-15.64-LA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:6.9 ft. [2.1 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:133.9 ft. [40.8 m]
Deck width edge-to-edge:206.0 ft. [62.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1959
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:289,000 [as of 2009]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [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 deficient---289000
April 201280.0Not deficient---175000
June 201080.0Not deficient---175000
April 200880.0Not deficient---297000
April 200680.0Not deficient---297000
March 200480.0Not deficient---297000
March 200282.0Not deficient---304100
May 200082.0Not deficient---304100
April 199882.0Not deficient---304100
April 199667.0Not deficient---276000
August 199467.0Not deficient---276000
May 199267.0Not deficient---247600