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PACOIMA WA (E CONN over LAURAL CANYON BLVD

Map

Coordinates:
+34.26660, -118.44004
34°15'60" N, 118°26'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PACOIMA WA (E CONN over LAURAL CANYON BLVD
Structure number:53 2346F
Location:07-LA-005-39.26-LA
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:175.9 ft. [53.6 m]
Total length:383.9 ft. [117.0 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,500 [as of 1998]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Sufficiency rating:96.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodGood350096.7
February 2015GoodGoodVery GoodVery Good350096.7
February 2013FairSatisfactoryVery GoodGood350096.7
February 2011GoodGoodVery GoodGood350096.7
February 2009GoodGoodVery GoodGood350096.7
March 2007GoodGoodVery GoodGood350096.7
March 2005GoodGoodVery GoodGood350096.7
April 2003GoodGoodVery GoodGood350096.7
November 2001GoodGoodVery GoodGood350096.7
April 1999GoodGoodVery GoodGood350096.7
April 1997GoodGoodVery GoodGood350096.7
September 1995GoodVery GoodVery GoodVery Good350098.7
April 1993GoodVery GoodVery GoodVery Good350098.7
August 1991GoodVery GoodVery GoodVery Good350098.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.117117000
Deck
Reinforced Concrete Top Flangesq. ft.1,070870190100
Substructure
Reinforced Concrete Columneach11000
Reinforced Concrete Abutmentlinear ft.2323000
Reinforced Concrete Pileeach11000
Joints
Pourable Jointlinear ft.1616000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.236228080