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AVENUE 43 over ARROYO SECO CHANNEL

Map 

Coordinates:
+34.09333, -118.20333
34°05'36" N, 118°12'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$428,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201577.3Functionally obsoleteVery GoodVery GoodGood4001
May 201377.3Functionally obsoleteSatisfactoryGoodSatisfactory4001
May 201177.3Functionally obsoleteSatisfactoryGoodGood4001
May 200977.3Functionally obsoleteGoodGoodGood4001
March 200777.3Functionally obsoleteGoodGoodGood4001
February 200577.3Functionally obsoleteGoodGoodGood4001
May 200176.3Functionally obsoleteGoodGoodGood9669
May 199876.2Functionally obsoleteGoodGoodGood9669
November 199576.2Functionally obsoleteGoodGoodGood9669
September 199376.1Functionally obsoleteGoodVery GoodVery Good9669
September 199176.1Functionally obsoleteGoodVery GoodVery Good9669