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LOS FELIZ BLVD over LOS ANGELES RIVER

Map 

Coordinates:
+34.12167, -118.26972
34°07'18" N, 118°16'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOS FELIZ BLVD over LOS ANGELES RIVER
Structure number:53C1239
Location:0.1 N/O FWY 5
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:304.1 ft. [92.7 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:83.3 ft. [25.4 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Skew angle:39°
Owner:City or Municipal Highway Agency [04]
Year built:1925
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:6
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:46,978 [as of 2008]
Truck traffic:4% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:105.2 tons [95.6 metric tons]
Inventory rating:63.5 tons [57.7 metric tons]
Sufficiency rating:90.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201690.3GoodGoodGoodGood-46978
July 201490.3GoodVery GoodVery GoodVery Good-46978
July 201290.3FairGoodSatisfactoryGood-46978
October 201090.3GoodGoodGoodGood-46978
July 200890.3GoodGoodGoodGood-46978
September 200690.3GoodGoodGoodGood-46978
December 200470.5GoodGoodGoodGoodFO46978
November 200091.5GoodVery GoodVery GoodGood-38400
October 199890.5GoodGoodGoodGood-38400
November 199690.5GoodGoodGoodGood-38400
August 199590.2GoodVery GoodVery GoodVery Good-38400
July 199390.2GoodVery GoodVery GoodVery Good-38400
August 199190.2GoodVery GoodVery GoodVery Good-38400