Share:

FULTON AVE over LOS ANGELES RIVER

Map 

Coordinates:
+34.14833, -118.42167
34°08'54" N, 118°25'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FULTON AVE over LOS ANGELES RIVER
Structure number:53C1176
Location:VLYHT DR N & VLYHT DR S
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:88.9 ft. [27.1 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Skew angle:47°
Owner:City or Municipal Highway Agency [04]
Year built:1951
Year reconstructed:2004
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:12,400 [as of 2002]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:80.5 tons [73.2 metric tons]
Inventory rating:48.5 tons [44.1 metric tons]
Sufficiency rating:78.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201678.6Not deficientSatisfactorySatisfactoryGood12400
March 201278.6Not deficientSatisfactorySatisfactoryGood12400
April 201076.5Functionally obsoleteSatisfactorySatisfactoryGood12400
February 200976.5Functionally obsoleteSatisfactorySatisfactoryGood12400
January 200776.5Functionally obsoleteSatisfactorySatisfactoryGood12400
February 200577.2Functionally obsoleteSatisfactorySatisfactoryGood7080
May 200177.2Functionally obsoleteGoodGoodGood7080
May 199977.1Functionally obsoleteGoodGoodGood7080
June 199777.1Functionally obsoleteGoodGoodGood7080
May 199677.1Functionally obsoleteSatisfactoryGoodGood7080
February 199477.3Functionally obsoleteGoodVery GoodVery Good7080
January 199277.3Functionally obsoleteGoodVery GoodVery Good7080
February 199077.3Functionally obsoleteGoodVery GoodVery Good7080