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AVENUE 60 over ARROYO SECO CHANNEL

Map

Coordinates:
+34.10750, -118.18583
34°06'27" N, 118°11'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:AVENUE 60 over ARROYO SECO CHANNEL
Structure number:53C1878
Location:AT I-110
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:100.1 ft. [30.5 m]
Total length:214.9 ft. [65.5 m]
Roadway width between curbs:45.3 ft. [13.8 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1909
Year reconstructed:1939
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
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:16,300 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:51.4 tons [46.7 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:91.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201591.5GoodGoodGoodGood-16300
May 201380.1FairSatisfactoryFairSatisfactory-16300
May 201179.4FairSatisfactoryFairSatisfactory-16300
February 200979.4FairSatisfactoryFairGood-16300
September 200690.7FairGoodSatisfactoryGood-16300
February 200590.7FairGoodSatisfactoryGood-16300
May 200167.8GoodGoodGoodGoodFO11200
May 199867.8FairGoodSatisfactoryGoodFO11200
September 199567.5GoodVery GoodGoodGoodFO11200
July 199367.5GoodVery GoodGoodGoodFO11200
August 199167.5GoodVery GoodGoodGoodFO11200