Share:

E118-TAMPA AVE OFF over LIMEKILN CANYON WASH

Map

Coordinates:
+34.27213, -118.55753
34°16'20" N, 118°33'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E118-TAMPA AVE OFF over LIMEKILN CANYON WASH
Structure number:53 2502S
Location:07-LA-118-R4.60-LA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:124.0 ft. [37.8 m]
Total length:295.0 ft. [89.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Skew angle:42°
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,300 [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:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:88.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairGoodGoodFair630088.0
May 2016GoodGoodVery GoodGood630099.1
May 2014FairSatisfactoryVery GoodGood630099.1
May 2012GoodGoodVery GoodGood630099.1
October 2010GoodGoodVery GoodGood630099.1
May 2008GoodGoodVery GoodGood630099.1
June 2006GoodGoodVery GoodGood630099.1
December 2004GoodGoodVery GoodGood630099.1
January 2003GoodGoodVery GoodGood630099.1
November 2001GoodGoodVery GoodGood630099.1
February 2001GoodGoodVery GoodGood630099.1
December 1998GoodGoodVery GoodGood630099.1
January 1997GoodGoodVery GoodGood366097.5
January 1995GoodExcellentExcellentExcellent366097.4
January 1993GoodExcellentExcellentExcellent366097.4
April 1991GoodExcellentExcellentExcellent366097.4

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.9090000
Deck
Reinforced Concrete Top Flangesq. ft.95585510000
Substructure
Reinforced Concrete Pier Walllinear ft.1414000
Reinforced Concrete Abutmentlinear ft.29191000
Reinforced Concrete Pileeach11000
Joints
Compression Jointlinear ft.2727000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.178178000