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AVENUE 43 over ARROYO SECO CHANNEL

Map

Coordinates:
+34.09330, -118.20646
34°05'36" N, 118°12'23" 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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,001 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Sufficiency rating:56.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$428,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairGoodGoodFair400156.6
May 2015GoodVery GoodVery GoodGood400177.3
May 2013FairSatisfactoryGoodSatisfactory400177.3
May 2011FairSatisfactoryGoodGood400177.3
May 2009GoodGoodGoodGood400177.3
March 2007GoodGoodGoodGood400177.3
February 2005GoodGoodGoodGood400177.3
May 2001GoodGoodGoodGood966976.3
May 1998GoodGoodGoodGood966976.2
November 1995GoodGoodGoodGood966976.2
September 1993GoodGoodVery GoodVery Good966976.1
September 1991GoodGoodVery GoodVery Good966976.1