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HAZELTINE AVE over LOS ANGELES RIVER

Map 

Coordinates:
+34.15500, -118.43833
34°09'18" N, 118°26'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HAZELTINE AVE over LOS ANGELES RIVER
Structure number:53C0247
Location:SOUTH OF US-101
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:58.1 ft. [17.7 m]
Total length:61.0 ft. [18.6 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:75.5 ft. [23.0 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:20,400 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
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:91.2 tons [82.9 metric tons]
Inventory rating:54.9 tons [49.9 metric tons]
Sufficiency rating:94.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201694.1Not deficientSatisfactoryGoodGood20400
March 201494.1Not deficientSatisfactoryGoodGood20400
March 201294.1Not deficientSatisfactoryGoodGood20400
April 201094.1Not deficientSatisfactoryGoodGood20400
February 200992.1Not deficientSatisfactoryGoodGood20400
January 200792.1Not deficientSatisfactoryGoodGood20400
February 200591.4Not deficientGoodGoodGood24900
July 199993.5Not deficientGoodGoodGood24900
November 199793.5Not deficientGoodGoodGood24900
April 199693.5Not deficientGoodGoodGood24900
June 199493.3Not deficientGoodGoodGood24900
May 199093.3Not deficientGoodGoodGood24900