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N&S5-N110 CONNECTR over ARROYO SECO CHANNEL

Map

Coordinates:
+34.08498, -118.21849
34°05'06" N, 118°13'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N&S5-N110 CONNECTR over ARROYO SECO CHANNEL
Structure number:53 1456H
Location:07-LA-005-20.33-LA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:146.0 ft. [44.5 m]
Total length:408.2 ft. [124.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1962
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:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,500 [as of 2009]
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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:74.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,173,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodGood1850074.7
December 2014FairSatisfactoryGoodVery Good1850074.7
January 2013FairFairGoodGood1850073.7
May 2011FairSatisfactoryGoodGood1850074.7
December 2008GoodGoodGoodGood1750274.8
August 2007GoodGoodGoodGood1750274.8
May 2005GoodGoodGoodGood1750274.8
June 2003GoodGoodGoodGood1750274.8
April 2001GoodGoodGoodGood1750274.8
February 2000GoodGoodGoodGood1750274.8
July 1998GoodGoodGoodGood1750274.8
September 1994GoodVery GoodVery GoodVery Good1750277.3
January 1992GoodVery GoodVery GoodVery Good1750277.3
December 1988GoodVery GoodVery GoodVery Good1410074.9

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.124124000
Prestressed Concrete Floor Beamlinear ft.3333000
Deck
Reinforced Concrete Top Flangesq. ft.1,3901,390000
Concrete Protective Coatingsq. ft.1,2901,290000
Substructure
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.2121000
Steel Pileeach11000
Reinforced Concrete Pileeach11000
Joints
Compression Jointlinear ft.2121000
Bearings
Movable Bearingeach1111000
Bridge Rail
Other Material Bridge Raillinear ft.269269000
Deck
Reinforced Concrete Slabsq. ft.126126000
Concrete Protective Coatingsq. ft.126126000