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AVENUE 26 over ARROYO SECO CHANNEL

Map

Coordinates:
+34.08306, -118.22139
34°04'59" N, 118°13'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:AVENUE 26 over ARROYO SECO CHANNEL
Structure number:53C1875
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:141.1 ft. [43.0 m]
Roadway width between curbs:44.6 ft. [13.6 m]
Deck width edge-to-edge:59.7 ft. [18.2 m]
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 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span 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:32,700 [as of 2005]
Truck traffic:3% of total traffic
Deck condition:Good [7 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 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:65.8 tons [59.8 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:74.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,310,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201574.1GoodGoodVery GoodGoodFO32700
May 201374.1FairSatisfactorySatisfactorySatisfactoryFO32700
May 201174.1FairSatisfactorySatisfactorySatisfactoryFO32700
March 200974.1FairSatisfactorySatisfactorySatisfactoryFO32700
September 200674.1FairSatisfactoryGoodSatisfactoryFO32700
February 200574.1FairSatisfactoryGoodSatisfactoryFO32700
May 200175.9GoodGoodGoodGoodFO17500
April 199875.9GoodGoodGoodGoodFO17500
September 199575.9GoodGoodGoodGoodFO17500
July 199376.3GoodVery GoodVery GoodVery GoodFO17500
July 199176.3GoodVery GoodVery GoodVery GoodFO17500