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LA CIENEGA BLVD over BALLONA CREEK

Map

Coordinates:
+34.03306, -118.37528
34°01'59" N, 118°22'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LA CIENEGA BLVD over BALLONA CREEK
Structure number:53C1220
Location:WASHNTON BL/VENICE BL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:88.9 ft. [27.1 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:99.1 ft. [30.2 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1937
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:42,792 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:71.9 tons [65.4 metric tons]
Inventory rating:43.1 tons [39.2 metric tons]
Sufficiency rating:72.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,409,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201472.8FairSatisfactorySatisfactorySatisfactoryFO42792
June 201272.8FairSatisfactorySatisfactorySatisfactoryFO42792
October 201071.6FairFairSatisfactoryGoodFO44000
June 200871.6FairFairSatisfactoryGoodFO44000
February 200771.6FairFairSatisfactoryGoodFO44000
January 200672.7FairSatisfactorySatisfactoryGoodFO44000
May 200173.2GoodGoodGoodVery GoodFO39400
May 199973.2FairSatisfactorySatisfactoryGoodFO39400
May 199773.2FairSatisfactorySatisfactoryGoodFO39400
December 199573.2FairSatisfactorySatisfactoryGoodFO39400
October 199374.2GoodGoodVery GoodVery GoodFO39400
October 199174.2GoodGoodVery GoodVery GoodFO39400