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AVENUE 43 over ARROYO SECO CHANNEL

Map

Coordinates:
+34.09333, -118.20333
34°05'36" N, 118°12'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AVENUE 43 over ARROYO SECO CHANNEL
Structure number:53C1877
Location:AT I-110
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:68.9 ft. [21.0 m]
Total length:73.2 ft. [22.3 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Skew angle:36°
Owner:City or Municipal Highway Agency [04]
Year built:1939
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 9 / H 10 [1]
Main span material:Concrete continuous [2]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,001 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:61.7 tons [56.1 metric tons]
Inventory rating:37.1 tons [33.7 metric tons]
Sufficiency rating:77.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$428,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201577.3GoodVery GoodVery GoodGoodFO4001
May 201377.3FairSatisfactoryGoodSatisfactoryFO4001
May 201177.3FairSatisfactoryGoodGoodFO4001
May 200977.3GoodGoodGoodGoodFO4001
March 200777.3GoodGoodGoodGoodFO4001
February 200577.3GoodGoodGoodGoodFO4001
May 200176.3GoodGoodGoodGoodFO9669
May 199876.2GoodGoodGoodGoodFO9669
November 199576.2GoodGoodGoodGoodFO9669
September 199376.1GoodGoodVery GoodVery GoodFO9669
September 199176.1GoodGoodVery GoodVery GoodFO9669