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VINELAND AVE over LOS ANGELES RIVER

Map 

Coordinates:
+34.14361, -118.37000
34°08'37" N, 118°22'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:VINELAND AVE over LOS ANGELES RIVER
Structure number:53C1374
Location:0.2 MI NORTH VENTURA BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:66.9 ft. [20.4 m]
Total length:170.9 ft. [52.1 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:112.2 ft. [34.2 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:1971
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:28,300 [as of 2002]
Truck traffic:2% of total traffic
Deck condition:Good [7 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: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:98.7 tons [89.7 metric tons]
Inventory rating:59.2 tons [53.8 metric tons]
Sufficiency rating:93.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201693.0Not deficientGoodGoodGood28300
March 201293.0Not deficientGoodGoodGood28300
April 201092.0Not deficientGoodGoodGood28300
February 200992.0Not deficientGoodGoodGood28300
February 200792.0Not deficientGoodGoodGood28300
August 200592.0Not deficientGoodGoodGood28300
September 200089.6Not deficientGoodGoodGood9400
September 199889.6Not deficientGoodGoodGood9400
September 199689.6Not deficientGoodGoodGood9400
April 199689.6Not deficientGoodGoodGood9400
May 199489.5Not deficientVery GoodVery GoodVery Good9400
May 199089.5Not deficientVery GoodVery GoodGood9400