+33.98361, -118.46583
33°59'01" N, 118°27'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:53C1690
Location:0.2 MI S VENICE BLVD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:42.0 ft. [12.8 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:15.1 ft. [4.6 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:Fair
Status:Open, no restriction [A]
Average daily traffic:1,582 [as of 2006]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$258,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201550.2FairSatisfactoryGoodVery GoodFO1582
August 201350.2FairSatisfactoryGoodGoodFO1582
August 201150.2FairSatisfactoryGoodGoodFO1582
December 200949.3FairGoodSatisfactoryGoodFO1270
August 200749.3FairGoodSatisfactoryGoodFO1270
November 200650.3GoodGoodGoodGoodFO1270
November 200453.7GoodGoodGoodGoodFO1270
June 200075.8GoodGoodGoodGood-1270
June 199872.8GoodGoodGoodGood-1270
May 199672.8GoodGoodGoodGood-1270
May 199443.6FairGoodFairSatisfactorySD1270
May 199048.1FairGoodFairSatisfactorySD1270