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DELL AVENUE over LINNIE CANAL

Map 

Coordinates:
+33.98472, -118.46611
33°59'05" N, 118°27'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DELL AVENUE over LINNIE CANAL
Structure number:53C1689
Location:0.16 MI S OF VENICE BLVD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:14.4 ft. [4.4 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1907
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 9 / H 10 [1]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,582 [as of 2006]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Operating rating:26.7 tons [24.3 metric tons]
Inventory rating:16.1 tons [14.6 metric tons]
Sufficiency rating:50.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$247,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201550.2GoodVery GoodVery GoodVery GoodFO1582
August 201350.2GoodGoodGoodGoodFO1582
August 201150.2GoodGoodGoodGoodFO1582
December 200949.3GoodGoodGoodGoodFO1270
August 200749.3GoodGoodGoodGoodFO1270
November 200650.3GoodGoodGoodGoodFO1270
November 200453.7GoodGoodGoodGoodFO1270
June 200056.7GoodGoodGoodGoodFO1270
June 199853.7GoodGoodGoodGoodFO1270
May 199653.7GoodGoodGoodGoodFO1270
May 199434.4FairGoodGoodSatisfactorySD1270
May 199039.1FairGoodGoodSatisfactorySD1270