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LANKERSHIM BLVD over LOS ANGELES RIVER

Map 

Coordinates:
+34.14333, -118.36167
34°08'36" N, 118°21'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LANKERSHIM BLVD over LOS ANGELES RIVER
Structure number:53C0310
Location:0.5 MI NORTH OF US-101
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:145.0 ft. [44.2 m]
Total length:172.9 ft. [52.7 m]
Roadway width between curbs:111.6 ft. [34.0 m]
Deck width edge-to-edge:115.5 ft. [35.2 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:1940
Year reconstructed:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:44,000 [as of 2005]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 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:109.8 tons [99.8 metric tons]
Inventory rating:109.8 tons [99.8 metric tons]
Sufficiency rating:90.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201590.8Not deficientVery GoodGoodGood44000
April 201390.8Not deficientGoodSatisfactoryGood44000
April 201190.8Not deficientGoodSatisfactoryGood44000
April 200990.8Not deficientGoodSatisfactoryGood44000
May 200790.8Not deficientGoodGoodGood44000
February 200770.0Functionally obsoleteGoodGoodGood44000
August 200570.0Functionally obsoleteGoodGoodGood44000
July 199989.9Not deficientSatisfactoryGoodGood35100
June 199789.9Not deficientSatisfactoryGoodGood35100
April 199689.9Not deficientSatisfactoryGoodGood35100
May 199489.6Not deficientGoodGoodVery Good35100
May 199089.6Not deficientGoodGoodVery Good35100