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TAMPA AVE-W118 ON over LIMEKILN CANYON WASH

Map 

Coordinates:
+34.26667, -118.54833
34°16'00" N, 118°32'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TAMPA AVE-W118 ON over LIMEKILN CANYON WASH
Structure number:53 2502K
Location:07-LA-118-R4.54-LA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:118.1 ft. [36.0 m]
Total length:290.0 ft. [88.4 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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:6,000 [as of 1998]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201499.2Not deficientSatisfactoryVery GoodGood6000
May 201299.2Not deficientGoodVery GoodGood6000
October 201099.2Not deficientGoodVery GoodGood6000
May 200899.2Not deficientGoodVery GoodGood6000
June 200699.2Not deficientGoodVery GoodGood6000
December 200499.2Not deficientGoodVery GoodGood6000
January 200399.2Not deficientGoodVery GoodGood6000
November 200199.2Not deficientGoodVery GoodGood6000
February 200199.2Not deficientGoodVery GoodGood6000
December 199899.2Not deficientGoodVery GoodGood6000
January 199596.9Not deficientVery GoodVery GoodVery Good7200
January 199396.9Not deficientVery GoodVery GoodVery Good7200
April 199196.9Not deficientVery GoodVery GoodVery Good7200