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LAUREL CANYON BLVD over LOS ANGELES RIVER

Map 

Coordinates:
+34.14583, -118.39583
34°08'45" N, 118°23'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LAUREL CANYON BLVD over LOS ANGELES RIVER
Structure number:53C1234
Location:0.2 MI N/O VENTURA BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:105.0 ft. [32.0 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:96.1 ft. [29.3 m]
Skew angle:41°
Owner:City or Municipal Highway Agency [04]
Year built:1951
Year reconstructed:1969
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:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:36,780 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:91.9 tons [83.5 metric tons]
Inventory rating:55.2 tons [50.2 metric tons]
Sufficiency rating:91.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201691.8Not deficientGoodSatisfactoryGood36780
March 201491.8Not deficientGoodSatisfactoryGood36780
March 201291.8Not deficientSatisfactorySatisfactoryGood36780
April 201091.8Not deficientSatisfactorySatisfactoryGood36780
March 200891.8Not deficientSatisfactorySatisfactoryGood36780
January 200788.6Structurally deficientPoorSatisfactoryGood36780
January 200690.7Not deficientSatisfactorySatisfactoryGood45000
May 200191.3Not deficientGoodSatisfactoryGood40600
June 199991.3Not deficientGoodSatisfactoryGood40600
May 199791.3Not deficientGoodSatisfactoryGood40600
May 199691.3Not deficientGoodSatisfactoryGood40600
June 199490.9Not deficientGoodVery GoodVery Good40600
May 199090.9Not deficientVery GoodVery GoodGood40600