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WILBUR AVE over ALISO CREEK

Map 

Coordinates:
+34.21667, -118.54333
34°13'00" N, 118°32'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WILBUR AVE over ALISO CREEK
Structure number:53C1385
Location:0.1 N/O STRATHERN ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:37.1 ft. [11.3 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Skew angle:46°
Owner:County Highway Agency [02]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:15,108 [as of 2009]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:39.2 tons [35.6 metric tons]
Inventory rating:21.8 tons [19.8 metric tons]
Sufficiency rating:74.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201574.6Not deficientVery GoodVery GoodGood15108
December 201374.6Not deficientGoodGoodSatisfactory15108
December 201190.5Not deficientGoodGoodSatisfactory15108
January 201090.5Not deficientGoodGoodGood14900
February 200990.5Not deficientGoodGoodGood14900
August 200690.5Not deficientGoodGoodGood14900
May 200490.5Not deficientGoodGoodGood14900
May 200195.6Not deficientGoodGoodGood14900
May 199895.6Not deficientGoodGoodGood14900
April 199595.9Not deficientVery GoodVery GoodVery Good14900
March 199395.9Not deficientVery GoodVery GoodVery Good14900
February 199195.9Not deficientVery GoodVery GoodVery Good14900