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E118-S5 CONN over PAXTON ON/OFF RA, CHAN

Map

Coordinates:
+34.26383, -118.44218
34°15'50" N, 118°26'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E118-S5 CONN over PAXTON ON/OFF RA, CHAN
Structure number:53 2328G
Location:07-LA-118-R11.41R-LA
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:111.9 ft. [34.1 m]
Total length:563.0 ft. [171.6 m]
Roadway width between curbs:56.8 ft. [17.3 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 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:5
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:34,400 [as of 1998]
Truck traffic:2% 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:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Sufficiency rating:87.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016GoodVery GoodVery GoodVery Good3440087.5
June 2014FairSatisfactoryGoodGood3440087.5
June 2012FairSatisfactoryGoodGood3440087.5
December 2010FairSatisfactoryGoodGood3440087.5
June 2008FairSatisfactoryGoodGood3440087.5
August 2006FairSatisfactoryGoodGood3440087.5
January 2005FairSatisfactoryGoodGood3440087.5
January 2003FairSatisfactoryGoodGood3440087.5
March 2001FairFairGoodGood3440086.3
August 2000FairSatisfactoryGoodGood3440087.4
January 1999FairSatisfactoryGoodGood3440087.4
February 1997FairSatisfactoryGoodGood3440087.4
February 1995GoodVery GoodVery GoodVery Good3440088.1
January 1993GoodVery GoodVery GoodVery Good3440088.1
June 1991GoodVery GoodVery GoodVery Good3440088.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.172168400
Deck
Reinforced Concrete Top Flangesq. ft.3,3203,320000
Concrete Protective Coatingsq. ft.3,1503,150000
Substructure
Reinforced Concrete Abutmentlinear ft.4039100
Reinforced Concrete Pileeach11000
Joints
Pourable Jointlinear ft.3938010
Compression Jointlinear ft.3939000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3443232010