Share:

KESTER AVE over LOS ANGELES RIVER

Map 

Coordinates:
+34.15833, -118.45667
34°09'30" N, 118°27'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KESTER AVE over LOS ANGELES RIVER
Structure number:53C1216
Location:200' NORTH OF US-101
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:71.9 ft. [21.9 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1972
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: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:28,800 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:27.8 tons [25.3 metric tons]
Inventory rating:19.2 tons [17.5 metric tons]
Sufficiency rating:70.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201670.8Not deficientFairSatisfactoryGood28800
March 201492.9Not deficientFairSatisfactoryGood28800
March 201292.9Not deficientFairSatisfactoryGood28800
April 201094.0Not deficientSatisfactorySatisfactoryGood28800
February 200992.9Not deficientSatisfactorySatisfactoryGood28800
January 200792.9Not deficientSatisfactorySatisfactoryGood28800
February 200594.7Not deficientGoodSatisfactoryGood16200
May 200194.7Not deficientGoodGoodGood16200
June 199994.7Not deficientGoodSatisfactoryGood16200
June 199794.7Not deficientGoodSatisfactoryGood16200
April 199694.7Not deficientGoodSatisfactoryGood16200
May 199494.5Not deficientVery GoodGoodVery Good16200
May 199094.5Not deficientVery GoodGoodVery Good16200