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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 2014 

Status:Open, no restriction [A]
Average daily traffic:46,978 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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. ratingEvaluationDeckSuper.Sub.ADT
July 201490.3Not deficientVery GoodVery GoodVery Good46978
July 201290.3Not deficientGoodSatisfactoryGood46978
October 201090.3Not deficientGoodGoodGood46978
July 200890.3Not deficientGoodGoodGood46978
September 200690.3Not deficientGoodGoodGood46978
December 200470.5Functionally obsoleteGoodGoodGood46978
November 200091.5Not deficientVery GoodVery GoodGood38400
October 199890.5Not deficientGoodGoodGood38400
November 199690.5Not deficientGoodGoodGood38400
August 199590.2Not deficientVery GoodVery GoodVery Good38400
July 199390.2Not deficientVery GoodVery GoodVery Good38400
August 199190.2Not deficientVery GoodVery GoodVery Good38400