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DEVONSHIRE ST over BULL CANYON CREEK

Map 

Coordinates:
+34.25750, -118.49000
34°15'27" N, 118°29'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DEVONSHIRE ST over BULL CANYON CREEK
Structure number:53C1822
Location:0.2 MI W WOODLEY AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:28.9 ft. [8.8 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Skew angle:14°
Owner:City or Municipal Highway Agency [04]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:30,000 [as of 2004]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:87.0 tons [79.1 metric tons]
Inventory rating:52.4 tons [47.6 metric tons]
Sufficiency rating:94.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201494.2Not deficientSatisfactorySatisfactoryGood30000
October 201293.2Not deficientFairGoodGood30000
March 201193.2Not deficientFairGoodGood30000
October 200893.2Not deficientFairGoodGood30000
February 200791.1Structurally deficientPoorSatisfactoryGood30000
January 200593.2Not deficientFairGoodGood30000
April 200194.9Not deficientGoodGoodGood22600
March 199994.9Not deficientGoodGoodGood22600
February 199794.9Not deficientGoodGoodGood22600
September 199595.3Not deficientGoodGoodGood22600
August 199395.3Not deficientGoodGoodGood22600
August 199195.3Not deficientGoodGoodGood22600